Read Beam Load Table Bro. text version

HOLLOW STRUCTURAL SECTIONS

Beam Load Tables

OF NORTH AMERICA

1 9 9 8

R E V I S E D

E D I T I O N

HSS Manufacturing Methods

The transformation of steel strip into hollow structural sections (HSS) is the result of operations including forming, welding and sizing. Currently three methods are being used in North America for the manufacture of HSS. These methods, including two ERW methods and an SAW method, are described below. Both ERW methods meet ASTM A 500 and CSA G-40.21 requirements for the manufacture of HSS, and the ERW sizes included in this publication may be produced to either standard. The SAW method is not included as a manufacturing process in the ASTM or CSA specification. SAW sizes listed in this publication can be specified to meet desired physical and dimensional criteria of ASTM A500 and CSA G-40.21

Electric Resistance Welding (ERW) Process In the tube mill, flat steel strip (1) is formed continuously around its longitudinal axis to produce a round tube. This is done by moving the strip through a progressive set of rolls (2-6). The strip edges (7) are heated by either high frequency induction or contact welding and then forged together by weld rolls to create a continuous longitudinal weld without the addition of filler metal. The weld seam (8) is then cooled and processed through a set of sizing/shaping rolls which cold-form it into a round (9), square (10) or rectangular (11) section.

5 6 7 4 3 2 1

8

9

10

11

Form-Square Weld-Square (ERW) Process In the weld mill, driven forming dies progressively shape the flat strip (1) by forming the top two corners (2) of the square or rectangular tube in the initial forming station. Subsequent stations form the bottom two corners (3) of the shape. No cold working of the sides of the shape is performed, and the shape's seam is welded by high-frequency contacts when the tube is near its final shape and size. The welded tube (4) is cooled and then driven through a series of sizing stations which qualifies the tube's final dimensions.

4

1

2

3

3

2

1

Submerged Arc Weld (SAW) Process Two identical pieces of flat strip (1) are placed in a press brake and formed into two identical halves (2) of a finished tube size. A backup bar is tack welded to each leg of one of the half-sections (3). The two halfsections are fitted together toe-to-toe (4) and welded by the submerged arc process to complete the square or rectangular section (5).

1 2 3

5

4

2

1

2

STI/HSS Member Companies

Bull Moose Tube Company 1819 Clarkson Road, Suite 100 Chesterfield, MO 63017 Telephone: (636) 537-2600 (800) 325-4467 Fax: (636) 537-5848 Columbia Structural Tubing 8735 N Harborgate ST Portland, OR 97203 Telephone: (503) 737-1200 (877) 737-1202 Fax: (503) 737-1202 IPSCO Tubulars Inc. P.O. Box 18, 2011 7th Avenue Camanche, IA 52730 Telephone: (563) 242-0000 (800) 945-8936 Fax: (563) 242-9137 Maruichi American Corp. P.O. Box 3187 11529 Greenstone Ave. Santa Fe Springs, CA 90670 Telephone: (562) 903-8600 (800) 654-5495 Fax: (562) 903-8601 Prolamsa (Mexico Headquarters) Carretera a Colombia Km. 5.75 Escobedo, N.L., Mexico C.P. 45560 Tel +52 (81) 8154-0200 Fax +52 (81) 8901-1709 Prolamsa USA, Inc. (U.S. Headquarters) 770 South Post Oak Lane Suite 200, Houston, TX 77056 Tel (281) 494-0900 Fax (281) 494-0990 Southland Tube Inc. P.O. Box 2425 Birmingham, AL 35201-2425 Telephone: (205) 251-1884 (800) 543-9024 FAX: (205) 251-1553 Valmont Industries (Structural Tube Division) HWY 275, P.O. Box 358 Valley, NB 68064 Telephone: (800) 345-6825 Fax: (402) 359-4481 Vest, Incorporated 6023 Alcoa Avenue Los Angeles, CA 90058 Telephone: (323) 581-8823 (800) 421-6370 Fax: (323) 581-3465 Welded Tube 111 Rayette Road Concord, Ontario, Canada L4K 2E9 Telephone: (905) 669-1111 (800) 565-8823 Fax: (905) 669-8570

Please Note: We've tried to make this brochure as comprehensive and factual as possible. However, some information may have been updated since the time of printing. Your HSS producer is your best source for up-to-date information.

OF NORTH AMERICA

Foreword

Tables of allowable uniformly distributed loads are presented for rectangular and square hollow structural sections (HSS) manufactured by the electric resistance welding (ERW) and the submerged arc welding (SAW) processes. Tables of maximum unbraced compression flange lengths and tables of midspan deflections for uniformly loaded simple span beams are also included. The tables of allowable uniformly distributed loads have been calculated in accordance with the 1989 "Specification for Structural Steel Buildings - Allowable Stress Design and Plastic Design" published by the American Institute of Steel Construction. The allowable uniformly distributed loads are based upon section property data for HSS that were recalculated in 1996 to account for today's more precise manufacturing methods. The recalculated section property data for HSS are published in "Hollow Structural Sections Dimensions and Section Properties" available from the Steel Tube Institute of North America. Tables are presented for two specified minimum yield stress steels - Fy = 46 ksi and Fy = 50 ksi. Allowable uniform loads for HSS sizes produced by the ERW and SAW manufacturing methods are presented in separate tables. The allowable uniformly distributed loads are based upon the allowable bending stress, Fb, equal to 0.66Fy and 0.60Fy. The allowable uniformly distributed loads for slender sections are calculated in accordance with AISC "Specification" Appendix B. Slender sections are indicated in the tables with an asterisk (*) immediately following the design wall thickness parameter and a double asterisk (**) immediately following the modified value of Sx. The tabulated loads include the weight of the HSS beam which must be deducted to determine the net load that the beam will support. It is assumed that the load is applied in the plane of the minor axis and that the HSS beam deflects vertically in the plane of bending only. Deflections corresponding to the tabulated loads are also given. Deflections caused by actual loading less than the full allowable load may be obtained by multiplying the tabulated deflection by the ratio of the actual load to the tabulated allowable uniform load. Tabulated values of maximum laterally unsupported lengths, Lc, of compression flanges of HSS beams from 1 1/4 inches through 32 inches in width and for varying ratios of M1/M2 are presented for Fy = 46 ksi and Fy = 50 ksi specified minimum yield stress steels - see page xx and page xx. The Lc values are calculated in accordance with AISC "Specification" Sections B5 and F3 which specify that the laterally unsupported length of the compression flange of an HSS beam for which the allowable bending stress may be taken at 0.66Fy shall not exceed the value

except that it need not be less than 1200(b/Fy).

(

1950+1200

M1 M2

)

b Fy

Refer to Part 2, Beam and Girder Design, in the AISC 9th edition "Manual of Steel Construction" for a discussion of lateral support of beams, beams with concentrated loads and vertical deflection. Symbols used in these tables follow those used in the AISC "Manual" Tables of deflections for fully stressed, uniformly loaded simple beams from 1 1/4 inches through 32 inches in depth and for varying span lengths are also included. These tables are presented for allowable bending stresses equal to 33 ksi (0.66 x 50 ksi), 30.0 ksi (0.60 x 50 ksi) and 27.6 ksi (0.60 x 46 ksi) - see pages xx - yy. Deflections for allowable bending stress equal to 30.36 ksi (0.60 x 46 ksi) can be obtained by adding approximately 1 % to the deflection values presented in the table for allowable bending stress equal to 30.0 ksi.

4

Table of Contents

Page How to Use the Beam Load Tables ........................................................................6 Lc Tables ......................................................................................................7 Beam Load Tables Rectangular HSS (ERW) Square HSS (ERW) Rectangular HSS (ERW) Square HSS (ERW) Rectangular HSS (SAW) Square HSS (SAW) Rectangular HSS (SAW) Square HSS (SAW) Fy = 46 ksi ............................................................8 Fy = 46 ksi............................................................38 Fy = 50 ksi .........................................................50 Fy = 50 ksi............................................................80 Fy = 46 ksi............................................................92 Fy = 46 ksi............................................................98 Fy = 50 ksi .........................................................102 Fy = 50 ksi .........................................................108

Deflection Tables ..........................................................................................113

The information presented in this publication has been prepared in accordance with recognized engineering principles and is for general information only.While it is believed to be accurate, this information should not be used or relied upon for any specific application without competent professional examination and verification of its accuracy, suitability, and applicability by a licensed professional engineer, designer, or architect.The publication of the material contained herein is not intended as a representation or warranty on the part of The Steel Tube Institute of North America or of any other person named herein, that this information is suitable for any general or particular use or of freedom from infringement of any patent or patents. Anyone making use of this information assumes all liability arising from such use. Caution must be exercised when relying upon other specifications and codes developed by other bodies and incorporated by reference herein since such material may be modified or amended from time to time subsequent to the printing of this edition.The Institute bears no responsibility for such material other than to refer to it and incorporate it by reference at the time of the initial publication of this edition.

How To Use The Beam Load Tables

Example I A simply supported 8 in. x 4 in. x 1/4 in. ERW HSS beam of Fy = 46 ksi (ASTM A500 Gr. B) spans 16 feet. The compression flange is braced laterally at 3 feet from each end. Determine the total uniform load capacity and midspan deflection for loading in the plane of the minor axis. Due to symmetry, M1/M2 = ­ 1.0 for the 10 ft. center segment of the HSS beam. Enter the Fy = 46 ksi Table of Lc values for M1/M2 = ­ 1.0 and a flange width equal to 4 inches, and note that Lc = 8.7 ft. < 10.0 ft.; therefore Fb = 0.60 Fy = 27.6 ksi. Enter the Fy = 46 ksi Load Table for the 8 in. x 4 in. x 1/4 in. HSS. Read across the row at the span equal to 16 feet and note that the total allowable uniform load is 12 kips ( in the shaded area) with a corresponding midspan deflection equal to 0.91 in. Example III Select the lightest 7-inch deep, simply supported ERW HSS beam of Fy = 50 ksi (ASTM A500 Gr. C) to span 6 feet and support a load of 5.3 kips per foot (includes estimated weight of HSS beam). The beam is laterally supported for its entire length. Required total uniform load to be supported is equal to 31.8 kips (5.3 kips/ft. x 6 ft.) Enter the Fy = 50 ksi Load Table for the 7-inch deep HSS. Read across the rows at the span equal to 6 ft. and note the following: 7 in. x 5 in. x 1/4 in. HSS (19.02 lbs./ft.) can support 37 kips > 31.8 kips - O.K. 7 in. x 5 in. x 3/16 in. HSS (14.53 lbs./ft.) can support 29 kips < 31.8 kips - No Good 7 in. x 4 in. x 1/4 in. HSS (17.32 lbs./ft.) can support 32 kips > 31.8 kips - O.K. 7 in. x 4 in. x 3/16 in. HSS (13.25 lbs./ft.) can support 25 kips < 31.8 kips - No Good 7 in. x 3 in. x 3/8 in. HSS (22.37 lbs./ft.) can support 36 kips > 31.8 kips - O.K. 7 in. x 3 in. x 5/16 in. HSS (19.08 lbs./ft.) can support 31 kips < 31.8 kips - No Good Select: 7 in. x 4 in. x 1/4 in. HSS (weight = 17.32 lbs./ft.)

Example II A simply supported 10 in. x 6 in. x 1/4 in. ERW HSS beam of Fy = 50 ksi (ASTM A500 Gr. C) spans 18 feet. The compression flange is braced laterally at the ends. Determine the total uniform load capacity and midspan deflection for loading in the plane of the minor axis. Due to symmetry, M1/M2 = 0 for the simply supported HSS beam. Enter the Fy = 50 ksi Table of Lc values for M1/M2 = 0 and a flange width equal to 6 inches, and note that Lc = 19.5 ft. > 16.0 ft.; therefore Fb = 0.66Fy = 33.0 ksi. Enter the Fy = 50 ksi Load Table for the 10 in. x 6 in. x 1/4 in. HSS. Read across the row at the span equal to 18 feet and note that the total allowable uniform load is 24 kips ( in the unshaded area) with a corresponding midspan deflection equal to 1.11 in.

Example IV A simply supported 10 in. x 6 in. x 1/4 in. ERW HSS beam of Fy = 50 ksi (ASTM A500 Gr. C) spans 18 feet and supports a uniformly distributed load of 500 pounds /ft. (Total DL + LL). The compression flange is braced laterally at the ends. Determine the midspan deflection for the applied loading. Total load supported = 500 pounds/ft. x 18 ft. = 9. kips Total allowable uniform load equals 24 kips; corresponding midspan deflection equals 1.11 in. (see Example II). Deflection due to applied loading: = 1.11 in. x 9 kips 24 kips = 0.42 in.

Beam Load Tables

6

HSS Beam Load Tables/Structural Steel Tubing Lc

Maximum unbraced length of compression flange, in feet, for which allowable bending stress, Fb, may be taken at 0.66 Fy.

Fy= 46 ksi

M1 M2 1 1/4 1 1/2 +1.0 +0.9 +0.8 +0.7 +0.6 +0.5 +0.4 +0.3 +0.2 +0.1 0.0 ­ 0.1 ­ 0.2 ­ 0.3 ­ 0.4 ­ 0.5 ­ 0.6 ­ 0.625 to ­ 1.0 2.7 3.3 3.5 3.8 4.3 4.9 5.4 6.5 7.6 8.7 9.8 10.9 12.0 13.0 15.2 17.4 19.6 21.7 26.1 30.4 34.8 39.1 43.5 47.8 52.2 56.5 60.9 65.2 69.6 7.1 6.9 6.6 6.3 6.0 5.8 5.5 5.2 5.0 4.7 4.4 4.1 3.9 3.6 3.3 3.1 2.8 8.6 8.2 7.9 7.6 7.3 6.9 6.6 6.3 6.0 5.6 5.3 5.0 4.6 4.3 4.0 3.7 3.3 1 5/8 1 3/4 9.3 8.9 8.6 8.2 7.9 7.5 7.2 6.8 6.4 6.1 5.7 5.4 5.0 4.7 4.3 4.0 3.6 10.0 9.6 9.2 8.8 8.5 8.1 7.7 7.3 6.9 6.6 6.2 5.8 5.4 5.0 4.7 4.3 3.9 2 11.4 11.0 10.5 10.1 9.7 9.2 8.8 8.4 7.9 7.5 7.1 6.6 6.2 5.8 5.3 4.9 4.5 2 1/4 2 1/2 12.8 12.4 11.9 11.4 10.9 10.4 9.9 9.4 8.9 8.4 7.9 7.5 7.0 6.5 6.0 5.5 5.0 14.3 13.7 13.2 12.6 12.1 11.5 11.0 10.5 9.9 9.4 8.8 8.3 7.7 7.2 6.7 6.1 5.6 3 17.1 16.5 15.8 15.2 14.5 13.9 13.2 12.6 11.9 11.3 10.6 9.9 9.3 8.6 8.0 7.3 6.7 3 1/2 20.0 19.2 18.5 17.7 16.9 16.2 15.4 14.6 13.9 13.1 12.4 11.6 10.8 10.1 9.3 8.6 7.8 4 22.8 22.0 21.1 20.2 19.3 18.5 17.6 16.7 15.9 15.0 14.1 13.3 12.4 11.5 10.7 9.8 8.9 4 1/2 25.7 24.7 23.7 22.7 21.8 20.8 19.8 18.8 17.9 16.9 15.9 14.9 13.9 13.0 12.0 11.0 10.0 5 28.5 27.4 26.4 25.3 24.2 23.1 22.0 20.9 19.8 18.8 17.7 16.6 15.5 14.4 13.3 12.2 11.1

Flange Width, Inches

5 1/2 31.4 30.2 29.0 27.8 26.6 25.4 24.2 23.0 21.8 20.6 19.4 18.2 17.0 15.8 14.6 13.5 12.3 6 34.2 32.9 31.6 30.3 29.0 27.7 26.4 25.1 23.8 22.5 21.2 19.9 18.6 17.3 16.0 14.7 13.4 7 39.9 38.4 36.9 35.4 33.9 32.3 30.8 29.3 27.8 26.3 24.7 23.2 21.7 20.2 18.6 17.1 15.6 8 45.7 43.9 42.2 40.4 38.7 37.0 35.2 33.5 31.7 30.0 28.3 26.5 24.8 23.0 21.3 19.6 17.8 9 51.4 49.4 47.4 45.5 43.5 41.6 39.6 37.7 35.7 33.8 31.8 29.8 27.9 25.9 24.0 22.0 20.1 10 57.1 54.9 52.7 50.5 48.4 46.2 44.0 41.8 39.7 37.5 35.3 33.2 31.0 28.8 26.6 24.5 22.3 12 68.5 65.9 63.3 60.7 58.0 55.4 52.8 50.2 47.6 45.0 42.4 39.8 37.2 34.6 32.0 29.3 26.7 14 79.9 76.8 73.8 70.8 67.7 64.7 61.6 58.6 55.5 52.5 49.5 46.4 43.4 40.3 37.3 34.2 31.2 16 91.3 87.8 84.3 80.9 77.4 73.9 70.4 67.0 63.5 60.0 56.5 53.0 49.6 46.1 42.6 39.1 35.7 98.8 94.9 91.0 87.1 83.2 79.2 75.3 71.4 67.5 63.6 59.7 55.8 51.8 47.9 44.0 40.1 96.7 92.4 88.0 83.7 79.3 75.0 70.7 66.3 62.0 57.6 53.3 48.9 44.6 96.8 92.1 87.3 82.5 77.7 72.9 68.2 63.4 58.6 53.8 49.0 95.2 90.0 84.8 79.6 74.3 69.1 63.9 58.7 53.5 97.5 91.8 86.2 80.5 74.9 69.2 63.6 57.9 98.9 92.8 86.7 80.7 74.6 68.5 62.4 99.5 92.9 86.4 79.9 73.4 66.8 99.1 92.2 85.2 78.3 71.3 18 20 22 24 26 28 30 32

Fy= 50 ksi

M1 M2 1 1/4 1 1/2 +1.0 +0.9 +0.8 +0.7 +0.6 +0.5 +0.4 +0.3 +0.2 +0.1 0.0 ­ 0.1 ­ 0.2 ­ 0.3 ­ 0.4 ­ 0.5 ­ 0.6 ­ 0.625 to ­ 1.0 2.5 3.0 3.3 3.5 4.0 4.5 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 14.0 16.0 18.0 20.0 24.0 28.0 32.0 36.0 40.0 44.0 48.0 52.0 56.0 60.0 64.0 6.6 6.3 6.1 5.8 5.6 5.3 5.1 4.8 4.6 4.3 4.1 3.8 3.6 3.3 3.1 2.8 2.6 7.9 7.6 7.3 7.0 6.7 6.4 6.1 5.8 5.5 5.2 4.9 4.6 4.3 4.0 3.7 3.4 3.1 1 5/8 1 3/4 8.5 8.2 7.9 7.6 7.2 6.9 6.6 6.3 5.9 5.6 5.3 5.0 4.6 4.3 4.0 3.7 3.3 9.2 8.8 8.5 8.1 7.8 7.4 7.1 6.7 6.4 6.0 5.7 5.3 5.0 4.6 4.3 3.9 3.6 2 10.5 10.1 9.7 9.3 8.9 8.5 8.1 7.7 7.3 6.9 6.5 6.1 5.7 5.3 4.9 4.5 4.1 2 1/4 2 1/2 11.8 11.4 10.9 10.5 10.0 9.6 9.1 8.7 8.2 7.8 7.3 6.9 6.4 6.0 5.5 5.1 4.6 13.1 12.6 12.1 11.6 11.1 10.6 10.1 9.6 9.1 8.6 8.1 7.6 7.1 6.6 6.1 5.6 5.1 3 15.8 15.2 14.6 14.0 13.4 12.8 12.2 11.6 11.0 10.4 9.8 9.2 8.6 8.0 7.4 6.8 6.2 3 1/2 18.4 17.7 17.0 16.3 15.6 14.9 14.2 13.5 12.8 12.1 11.4 10.7 10.0 9.3 8.6 7.9 7.2 4 21.0 20.2 19.4 18.6 17.8 17.0 16.2 15.4 14.6 13.8 13.0 12.2 11.4 10.6 9.8 9.0 8.2 4 1/2 23.6 22.7 21.8 20.9 20.0 19.1 18.2 17.3 16.4 15.5 14.6 13.7 12.8 11.9 11.0 10.1 9.2 5 26.3 25.3 24.3 23.3 22.3 21.3 20.3 19.3 18.3 17.3 16.3 15.3 14.3 13.3 12.3 11.3 10.3

Flange Width, Inches

5 1/2 28.9 27.8 26.7 25.6 24.5 23.4 22.3 21.2 20.1 19.0 17.9 16.8 15.7 14.6 13.5 12.4 11.3 6 31.5 30.3 29.1 27.9 26.7 25.5 24.3 23.1 21.9 20.7 19.5 18.3 17.1 15.9 14.7 13.5 12.3 7 36.8 35.4 34.0 32.6 31.2 29.8 28.4 27.0 25.6 24.2 22.8 21.4 19.9 18.6 17.2 15.8 14.4 8 42.0 40.4 38.8 37.2 35.6 34.0 32.4 30.8 29.2 27.6 26.0 24.4 22.8 21.2 19.6 18.0 16.4 9 47.3 45.5 43.6 41.9 40.1 38.3 36.5 34.6 32.9 31.1 29.3 27.5 25.7 23.9 22.1 20.3 18.4 10 52.5 50.5 48.5 46.5 44.5 42.5 40.5 38.5 36.5 34.5 32.5 30.5 28.5 26.5 24.5 22.5 20.5 12 63.0 60.6 58.2 55.8 53.4 51.0 48.6 46.2 43.8 41.4 39.0 36.6 34.2 31.8 29.4 27.0 24.6 14 73.5 70.7 67.9 65.1 62.3 59.5 56.7 53.9 51.1 48.3 45.5 42.7 39.9 37.1 34.3 31.5 28.7 16 84.0 80.8 77.6 74.4 71.2 68.0 64.8 61.6 58.4 55.2 52.0 48.8 45.6 42.4 39.2 36.0 32.8 18 94.5 90.9 87.3 83.7 80.1 76.5 72.9 69.3 65.7 62.1 58.5 54.9 51.3 47.7 44.1 40.5 36.9 97.0 93.0 89.0 85.0 81.0 77.0 73.0 69.0 65.0 61.0 57.0 53.0 49.0 45.0 41.0 97.9 93.5 89.1 84.7 80.3 75.9 71.5 67.1 62.7 58.3 53.9 49.5 45.1 97.2 92.4 87.6 82.8 78.0 73.2 68.4 63.6 58.8 54.0 49.2 94.9 89.7 84.5 79.3 74.1 68.9 63.7 58.5 53.3 96.6 91.0 85.4 79.8 74.2 68.6 63.0 57.4 97.5 91.5 85.5 79.5 73.5 67.5 61.5 97.6 91.2 84.8 78.4 72.0 65.6 20 22 24 26 28 30 32

Note: M1/M2 is the ratio of the smaller to larger bending moment at the ends of that portion of the member unbraced in the plane of bending under consideration. M1/M2 is positive when the member is bent in reverse curvature and negative when bent in single curvature.

7

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 28 30 32 34 36 38 42 46 1/2 103.30 0.465 684 627 523 448 392 349 314 285 261 241 224 209 196 185 174 165 157 149 143 136 131 121 112 102 105 95 98 89 92 84 87 79 83 75 75 68 68 62 0.03 0.04 0.06 0.08 0.10 0.13 0.16 0.19 0.23 0.27 0.31 0.35 0.40 0.45 0.51 0.57 0.63 0.69 0.76 0.83 0.90 1.06 1.23 1.12 1.41 1.28 1.61 1.46 1.82 1.65 2.04 1.85 2.27 2.06 2.77 2.52 3.32 3.02 Inches

Fy=46

y x x

y

ERW

20 X 8

20 X 12

3/8 78.52 0.349 514 442 368 315 276 245 221 201 184 170 158 147 138 130 123 116 110 105 100 96 92 85 0.02 0.04 0.05 0.07 0.09 0.12 0.14 0.17 0.21 0.24 0.28 0.32 0.37 0.41 0.46 0.52 0.57 0.63 0.69 0.76 0.82 0.97 Inches 5/16 65.87 0.291* 428 362 302 259 226 201 181 165 151 139 129 121 113 107 101 95 91 86 82 79 75 70 0.02 0.03 0.05 0.07 0.09 0.11 0.14 0.17 0.20 0.24 0.27 0.31 0.36 0.40 0.45 0.50 0.56 0.61 0.67 0.74 0.80 0.94 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 Span in Feet 22 24 26 28 30 32 34 36 38 42 46 5/8 110.36 0.581 729 583 486 416 364 324 291 265 243 224 208 194 182 171 162 147 146 132 132 120 121 110 112 102 104 95 97 88 91 83 86 78 81 74 77 70 69 63 63 58 1/2 89.68 0.465 602 482 401 344 301 268 241 219 201 185 172 161 151 142 134 122 120 109 109 100 100 91 93 84 86 78 80 73 75 68 71 64 67 61 63 58 57 52 52 48

3/8 68.31 0.349 469 375 312 268 234 208 187 170 156 144 134 125 117 110 104 95 94 85 85 77 78 71 72 66 67 61 62 57 59 53 55 50 52 47 49 45 45 41 41 37

5/16 57.36 0.291 398 318 265 227 199 177 159 145 133 122 114 106 99 94 88 80 80 72 72 66 66 60 61 56 57 52 53 48 50 45 47 43 44 40 42 38 38 34 35 31

Inches

­

79

­

1.12

­

65

­

1.09

­

74

­

1.28

­

60

­

1.25

­

69

­

1.46

­

57

­

1.42

­

65

­

1.65

­

53

­

1.61

­

61

­

1.85

­

50

­

1.80

­

58

­

2.06

­

48

­

2.01

­

53

­

2.52

­

43

­

2.45

­

48

­

3.02

­

39

­

2.94

0.03 0.04 0.06 0.08 0.10 0.13 0.16 0.19 0.23 0.27 0.31 0.35 0.40 0.45 0.51 0.46 0.63 0.57 0.76 0.69 0.90 0.82 1.06 0.97 1.23 1.12 1.41 1.28 1.61 1.46 1.82 1.65 2.04 1.85 2.27 2.06 2.77 2.52 3.32 3.02

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 342 155 257 120 214 98.4 ** V, kips Sx, In.3 428 144 342 119 257 92.6 214 78.6

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

8

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 10 11 12 13 14 15 16 Span in Feet 18 20 22 24 26 28 30 34 38 42 46 1/2 76.07 0.465 424 339 283 242 212 170 154 154 140 141 128 130 119 121 110 113 103 106 96 94 86 85 77 77 70 71 64 65 59 61 55 57 51 50 45 45 41 40 37 37 34 3/8 58.10 0.349 332 266 222 190 166 133 121 121 110 111 101 102 93 95 86 89 81 83 76 74 67 66 60 60 55 55 50 51 46 47 43 44 40 39 36 35 32 32 29 29 26

Fy=46

y x x

y

ERW

18 X 6

20 X 4

5/16 48.86 0.291 283 227 189 162 142 113 103 103 94 94 86 87 79 81 74 76 69 71 64 63 57 57 52 52 47 47 43 44 40 40 37 38 34 33 30 30 27 27 25 25 22 0.03 0.04 0.06 0.08 0.10 0.16 0.14 0.19 0.17 0.23 0.21 0.27 0.24 0.31 0.28 0.35 0.32 0.40 0.37 0.51 0.46 0.63 0.57 0.76 0.69 0.90 0.82 1.06 0.97 1.23 1.12 1.41 1.28 1.82 1.65 2.27 2.06 2.77 2.52 3.32 3.02 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Span in Feet 18 20 22 24 26 28 30 32 34 38 42 5/8 93.34 0.581 521 417 347 298 261 232 208 190 174 160 149 135 139 126 130 118 123 111 116 105 104 95 95 86 87 79 80 73 74 68 69 63 65 59 61 56 55 50 50 45 1/2 76.07 0.465 433 347 289 248 217 193 173 158 144 133 124 113 116 105 108 98 102 93 96 88 87 79 79 72 72 66 67 61 62 56 58 53 54 49 51 46 46 41 41 38 3/8

5/16 48.86 0.291 288 231 192 165 144 128 115 105 96 89 82 75 77 70 72 66 68 62 64 58 58 52 52 48 48 44 44 40 41 37 38 35 36 33 34 31 30 28 27 25

1/4 39.43 0.233 235 188 157 134 118 105 94 86 78 72 67 61 63 57 59 53 55 50 52 48 47 43 43 39 39 36 36 33 34 31 31 29 29 27 28 25 25 23 22 20

58.10 0.349 339 271 226 193 169 150 135 123 113 104 97 88 90 82 85 77 80 72 75 68 68 62 62 56 56 51 52 47 48 44 45 41 42 38 40 36 36 32 32 29

Inches

0.03 0.04 0.06 0.09 0.11 0.14 0.17 0.21 0.25 0.29 0.34 0.31 0.39 0.36 0.45 0.41 0.50 0.46 0.57 0.51 0.70 0.63 0.84 0.77 1.01 0.91 1.18 1.07 1.37 1.24 1.57 1.43 1.79 1.62 2.02 1.83 2.52 2.29 3.08 2.80

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.

3

342 83.8

257 65.7

214 56.0

V, kips Sx, In.

3

385 103

308 85.6

231 66.9

193 57.0

154 46.5

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

9

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 37 1/2 89.68 0.465 548 457 381 327 286 254 229 208 191 176 163 152 143 135 127 120 114 109 104 99 95 91 88 85 77 82 74 79 72 76 69 71 65 67 61 64 58 62 56 0.03 0.05 0.07 0.10 0.13 0.16 0.20 0.24 0.28 0.33 0.38 0.44 0.50 0.57 0.64 0.71 0.79 0.87 0.95 1.04 1.13 1.23 1.33 1.43 1.30 1.54 1.40 1.65 1.50 1.77 1.61 2.01 1.83 2.27 2.06 2.54 2.31 2.69 2.44 Inches

Fy=46

y x x

y

ERW

16 X 8

16 X 12

3/8 68.31 0.349 403 323 269 231 202 179 161 147 134 124 115 108 101 95 90 85 81 77 73 70 67 65 62 0.03 0.04 0.06 0.09 0.11 0.14 0.18 0.22 0.26 0.30 0.35 0.40 0.46 0.52 0.58 0.64 0.71 0.79 0.86 0.94 1.03 1.12 1.21 Inches 5/16 57.36 0.291 * 332 265 221 190 166 147 133 121 111 102 95 88 83 78 74 70 66 63 60 58 55 53 51 0.03 0.04 0.06 0.08 0.11 0.14 0.17 0.21 0.25 0.29 0.34 0.39 0.44 0.50 0.56 0.62 0.69 0.76 0.84 0.92 1.00 1.08 1.17 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Span in Feet 20 22 24 26 28 29 31 32 34 36 37 5/8 93.34 0.581 516 413 344 295 258 229 206 188 172 159 147 138 129 121 115 104 109 99 103 94 94 85 86 78 79 72 74 67 71 65 67 61 65 59 61 55 57 52 56 51 1/2 76.07 0.465 430 344 286 245 215 191 172 156 143 132 123 115 107 101 95 87 90 82 86 78 78 71 72 65 66 60 61 56 59 54 55 50 54 49 51 46 48 43 46 42

3/8 58.10 0.349 335 268 224 192 168 149 134 122 112 103 96 89 84 79 75 68 71 64 67 61 61 55 56 51 52 47 48 44 46 42 43 39 42 38 39 36 37 34 36 33

5/16 48.86 0.291 285 228 190 163 143 127 114 104 95 88 82 76 71 67 63 58 60 55 57 52 52 47 48 43 44 40 41 37 39 36 37 33 36 32 34 31 32 29 31 28

Inches

­

60

­

1.30

­

49

­

1.26

­

58

­

1.40

­

47

­

1.36

­

56

­

1.50

­

46

­

1.45

­

54

­

1.61

­

44

­

1.56

­

50

­

1.83

­

41

­

1.77

­

47

­

2.06

­

39

­

2.00

­

45

­

2.31

­

37

­

2.24

­

44

­

2.44

­

36

­

2.37

0.03 0.05 0.07 0.10 0.13 0.16 0.20 0.24 0.28 0.33 0.38 0.44 0.50 0.57 0.64 0.58 0.71 0.64 0.79 0.71 0.95 0.86 1.13 1.03 1.33 1.21 1.54 1.40 1.65 1.50 1.89 1.71 2.01 1.83 2.27 2.06 2.54 2.31 2.69 2.44

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 274 113 205 87.7 171 72.1 ** V, kips Sx, In.3 342 102 274 84.9 205 66.3 171 56.4

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

10

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 Span in Feet 15 16 17 18 20 22 24 28 32 36 37 1/2 62.46 0.465 288 230 192 165 144 128 116 115 105 105 95 96 87 89 81 82 75 77 70 72 65 68 62 64 58 58 52 52 48 48 44 41 37 36 33 32 29 31 28

Fy=46

y x x

y

ERW

16 X 4

3/8 47.90 0.349 228 182 152 130 114 101 92 91 83 83 75 76 69 70 64 65 59 61 55 57 52 54 49 51 46 46 41 41 38 38 35 33 30 28 26 25 23 25 22 5/16 40.35 0.291 195 156 130 111 97 87 79 78 71 71 64 65 59 60 54 56 51 52 47 49 44 46 42 43 39 39 35 35 32 32 30 28 25 24 22 22 20 21 19 0.03 0.05 0.07 0.10 0.13 0.16 0.14 0.20 0.18 0.24 0.22 0.28 0.26 0.33 0.30 0.38 0.35 0.44 0.40 0.50 0.46 0.57 0.52 0.64 0.58 0.79 0.71 0.95 0.86 1.13 1.03 1.54 1.40 2.01 1.83 2.54 2.31 2.69 2.44 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 32 5/8 93.34 0.581 497 398 331 284 248 221 199 181 166 153 142 133 124 117 110 105 99 95 90 82 86 79 83 75 80 72 76 69 74 67 71 65 66 60 62 56 1/2 76.07 0.465 414 331 276 237 207 184 166 151 138 127 118 110 103 97 92 87 83 79 75 68 72 65 69 63 66 60 64 58 61 56 59 54 55 50 52 47 3/8 58.10 0.349 323 259 216 185 162 144 129 118 108 99 92 86 81 76 72 68 65 62 59 53 56 51 54 49 52 47 50 45 48 44 46 42 43 39 40 37

14 X 10

Inches 5/16 48.86 0.291 0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.27 0.32 0.38 0.44 0.50 0.57 0.65 0.73 0.81 0.90 0.99 1.09 0.99 1.19 1.08 1.29 1.17 1.40 1.27 1.52 1.38 1.64 1.49 1.76 1.60 2.02 1.84 2.30 2.09 250 200 167 143 125 111 100 91 83 77 71 67 62 59 56 53 50 48 0.03 0.05 0.07 0.10 0.13 0.17 0.20 0.25 0.29 0.34 0.40 0.46 0.52 0.59 0.66 0.74 0.82 0.90 Inches 1/4 39.43 0.233 * 195 156 130 111 98 87 78 71 65 60 56 52 49 46 43 41 39 37 0.03 0.05 0.07 0.10 0.12 0.16 0.20 0.24 0.28 0.33 0.38 0.44 0.50 0.56 0.63 0.70 0.78 0.86 Inches

Span in Feet

­

45

­

0.99

­

35

­

0.95

­

43

­

1.08

­

34

­

1.03

­

42

­

1.17

­

33

­

1.12

­

40

­

1.27

­

31

­

1.22

­

38

­

1.38

­

30

­

1.32

­

37

­

1.49

­

29

­

1.42

­

36

­

1.60

­

28

­

1.53

­

33

­

1.84

­

26

­

1.76

­

31

­

2.09

­

24

­

2.00

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 274 56.9 205 45.0 171 38.5 V, kips Sx, In.3 299 98.2 240 81.8 180 63.9 150 54.3 120 42.4 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

11

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 76.33 1/2 3/8

Fy=46

y x x

y

ERW

14 X 4

14 X 6

5/16 1/4

Nominal Size 5/8 1/2 3/8

62.46 47.90 0.465 0.349 290 232 194 166 145 129 116 106 97 89 83 75 77 70 73 66 68 62 65 59 61 56 58 53 55 50 53 48 48 44 45 41 41 38 39 35 36 33 229 183 153 131 115 102 92 83 76 71 65 60 61 56 57 52 54 49 51 46 48 44 46 42 44 40 42 38 38 35 35 32 33 30 31 28 29 26

Wall Thickness 3/16 40.35 32.63 Inches 24.73 Inches Weight Per Foot 0.291 0.233 196 157 131 112 98 87 78 71 65 60 56 51 52 47 49 45 46 42 44 40 41 37 39 36 37 34 36 32 33 30 30 27 28 25 26 24 24 22 160 128 107 92 80 71 64 58 53 49 46 42 43 39 40 36 38 34 36 32 34 31 32 29 31 28 29 27 27 24 25 22 23 21 21 19 20 18 0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.27 0.32 0.38 0.44 0.40 0.50 0.46 0.57 0.52 0.65 0.59 0.73 0.66 0.81 0.74 0.90 0.82 0.99 0.90 1.09 0.99 1.29 1.17 1.52 1.38 1.76 1.60 2.02 1.84 2.30 2.09 0.174 112 89 75 64 56 50 45 41 37 34 0.03 0.05 0.07 0.10 0.13 0.17 0.20 0.25 0.29 0.34

67.82 55.66 42.79 36.10 29.23 22.18 Inches

5/16

1/4

3/16

Design Wall Thickness 0.581 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 24 26 28 30 32 345 276 230 197 173 153 138 125 115 106 99 90 92 84 86 78 81 74 77 70 73 66 69 63 66 60 63 57 58 52 53 48 49 45 46 42 43 39

Design Wall Thickness 0.581 0.465 0.349 0.291 0.233 0.174 4 5 6 7 8 9 10 11 12 13 14 15 Span in Feet 16 17 18 19 20 22 24 26 28 30 32 270 216 180 154 135 120 109 108 98 98 89 90 82 83 75 77 70 72 65 67 61 63 58 60 54 57 52 54 49 49 45 45 41 41 38 39 35 36 33 34 31 229 183 153 131 115 102 93 92 83 83 76 76 69 71 64 65 60 61 56 57 52 54 49 51 46 48 44 46 42 42 38 38 35 35 32 33 30 31 28 29 26 182 146 121 104 91 81 74 73 66 66 60 61 55 56 51 52 47 49 44 46 41 43 39 40 37 38 35 36 33 33 30 30 28 28 25 26 24 24 22 23 21 156 125 104 89 78 69 63 63 57 57 52 52 47 48 44 45 41 42 38 39 36 37 33 35 32 33 30 31 28 28 26 26 24 24 22 22 20 21 19 20 18 129 103 86 73 64 57 52 51 47 47 42 43 39 40 36 37 33 34 31 32 29 30 27 29 26 27 25 26 23 23 21 21 19 20 18 18 17 17 16 16 15 99 79 66 56 49 44 40 39 36 36 33 33 30 30 28 28 26 26 24 25 22 23 21 22 20 21 19 20 18 18 16 16 15 15 14 14 13 13 12 12 11 0.04 0.06 0.08 0.11 0.14 0.18 0.17 0.22 0.20 0.27 0.25 0.32 0.29 0.38 0.34 0.44 0.40 0.50 0.46 0.57 0.52 0.65 0.59 0.73 0.66 0.81 0.74 0.90 0.82 1.09 0.99 1.29 1.17 1.52 1.38 1.76 1.60 2.02 1.84 2.30 2.09

­

32

­

0.40

­

30

­

0.46

­

28

­

0.52

­

26

­

0.59

Span in Feet

­

25

­

0.66

­

24

­

0.74

­

22

­

0.82

­

21

­

0.90

­

20

­

0.99

­

19

­

1.17

­

17

­

1.38

­

16

­

1.60

­

15

­

1.84

­

14

­

2.09

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 299 68.2 240 57.4 180 45.3 150 38.7 120 31.7 90 24.3 V, kips Sx, In.3 299 53.3 240 45.3 180 36.0 150 30.9 120 25.4 90 19.5

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

12

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1/2 69.27 0.465 333 267 222 191 167 148 133 121 111 103 95 89 83 78 74 70 67 64 61 55 58 53 56 51 53 49 51 47 49 45 48 43 3/8 53.00 0.349 261 209 174 149 131 116 104 95 87 80 75 70 65 61 58 55 52 50 47 43 45 41 44 40 42 38 40 37 39 35 37 34 0.04 0.07 0.09 0.13 0.17 0.21 0.26 0.32 0.38 0.44 0.51 0.59 0.67 0.76 0.85 0.94 1.05 1.15 1.27 1.15 1.38 1.26 1.51 1.37 1.64 1.49 1.77 1.61 1.91 1.73 2.05 1.87 Inches

Fy=46

y x x

y

ERW

12 X 10

5/16 44.60 0.291 202 162 135 116 101 90 81 74 67 62 58 54 51 48 45 43 40 39 0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.29 0.34 0.40 0.47 0.54 0.61 0.69 0.77 0.86 0.95 1.05 Inches 1/4 36.03 0.233 * 158 126 105 90 79 70 63 57 53 49 45 42 39 37 35 33 32 30 0.04 0.06 0.08 0.11 0.15 0.18 0.23 0.27 0.33 0.38 0.44 0.51 0.58 0.66 0.73 0.82 0.91 1.00 Inches

Span in Feet

­

37

­

1.15

­

29

­

1.10

­

35

­

1.26

­

27

­

1.20

­

34

­

1.37

­

26

­

1.31

­

32

­

1.49

­

25

­

1.42

­

31

­

1.61

­

24

­

1.53

­

30

­

1.73

­

23

­

1.65

­

29

­

1.87

­

23

­

1.78

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 205 65.9 154 51.6 129 44.0 103 34.3 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

13

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 5/8 76.33 0.581 334 268 223 191 167 149 134 122 111 103 96 89 84 79 74 68 70 64 67 61 64 58 61 55 58 53 56 51 54 49 51 47 50 45 48 43 1/2 62.46 0.465 281 225 187 160 140 125 112 102 94 86 80 75 70 66 62 57 59 54 56 51 53 49 51 46 49 44 47 43 45 41 43 39 42 38 40 36 3/8 47.90 0.349 221 177 147 126 111 98 88 80 74 68 63 59 55 52 49 45 47 42 44 40 42 38 40 37 38 35 37 34 35 32 34 31 33 30 32 29 5/16 40.35 0.291 189 151 126 108 95 84 76 69 63 58 54 50 47 45 42 38 40 36 38 34 36 33 34 31 33 30 32 29 30 28 29 26 28 25 27 25 0.04 0.07 0.09 0.13 0.17 0.21 0.26 0.32 0.38 0.44 0.51 0.59 0.67 0.76 0.85 0.77 0.94 0.86 1.05 0.95 1.15 1.05 1.27 1.15 1.38 1.26 1.51 1.37 1.64 1.49 1.77 1.61 1.91 1.73 2.05 1.87

Fy=46

y x x

y

ERW

12 X 8

Inches 1/4 32.63 0.233 141 113 94 80 70 63 56 51 47 43 40 38 35 33 0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.29 0.34 0.40 0.47 0.54 0.61 0.69 Inches 3/16 24.73 0.174 * 101 81 67 58 50 45 40 37 34 31 29 27 25 24 0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.27 0.32 0.38 0.44 0.50 0.57 0.65 Inches

Span in Feet

­

31

­

0.77

­

22

­

0.72

­

30

­

0.86

­

21

­

0.81

­

28

­

0.95

­

20

­

0.89

­

27

­

1.05

­

19

­

0.98

­

26

­

1.15

­

18

­

1.08

­

24

­

1.26

­

18

­

1.18

­

23

­

1.37

­

17

­

1.29

­

23

­

1.49

­

16

­

1.40

­

22

­

1.61

­

15

­

1.51

­

21

­

1.73

­

15

­

1.63

­

20

­

1.87

­

14

­

1.75

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 257 66.1 205 55.5 154 43.7 129 37.4 103 30.6 77 21.9 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

14

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 67.82 1/2 3/8

Fy=46

y x x

y

ERW

12 X 4

12 X 6

5/16 1/4

Nominal Size 5/8 1/2 3/8 37.69 0.349 142 113 94 81 71 63 57 57 52 52 47 47 43 44 40 40 37 38 34 35 32 33 30 31 29 30 27 28 26 27 25 26 23 25 22 24 21 22 20 20 18

Wall Thickness 3/16 55.66 42.79 36.10 29.23 Inches 22.18 Inches Weight Per Foot 0.465 0.349 0.291 0.233 229 183 152 131 114 102 91 83 76 70 65 59 61 55 57 52 54 49 51 46 48 44 46 42 44 40 42 38 40 36 38 35 37 33 35 32 34 31 33 30 181 145 121 104 91 81 72 66 60 56 52 47 48 44 45 41 43 39 40 37 38 35 36 33 35 31 33 30 32 29 30 27 29 26 28 25 27 24 26 24 155 124 104 89 78 69 62 56 52 48 44 40 41 38 39 35 37 33 35 31 33 30 31 28 30 27 28 26 27 25 26 24 25 23 24 22 23 21 22 20 128 102 85 73 64 57 51 46 43 39 36 33 34 31 32 29 30 27 28 26 27 24 26 23 24 22 23 21 22 20 21 19 20 19 20 18 19 17 18 17 0.04 0.07 0.09 0.13 0.17 0.21 0.26 0.32 0.38 0.44 0.51 0.47 0.59 0.54 0.67 0.61 0.76 0.69 0.85 0.77 0.94 0.86 1.05 0.95 1.15 1.05 1.27 1.15 1.38 1.26 1.51 1.37 1.64 1.49 1.77 1.61 1.91 1.73 2.05 1.87 0.174 89 71 59 51 45 40 36 32 30 27 0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.29 0.34 0.40

59.32 48.85

31.84 25.82 19.63 Inches 0.291 0.233 0.174 121 97 81 69 61 54 49 49 44 44 40 40 37 37 34 35 32 32 29 30 28 29 26 27 25 26 23 24 22 23 21 22 20 21 19 20 18 19 17 17 16 101 81 67 58 50 45 41 40 37 37 33 34 31 31 28 29 26 27 24 25 23 24 22 22 20 21 19 20 18 19 17 18 17 18 16 17 15 15 14 14 13 77 62 52 44 39 34 31 31 28 28 26 26 23 24 22 22 20 21 19 19 18 18 17 17 16 16 15 15 14 15 13 14 13 13 12 13 12 12 11 11 10 0.04 0.07 0.09 0.13 0.17 0.21 0.19 0.26 0.24 0.32 0.29 0.38 0.34 0.44 0.40 0.51 0.47 0.59 0.54 0.67 0.61 0.76 0.69 0.85 0.77 0.94 0.86 1.05 0.95 1.15 1.05 1.27 1.15 1.38 1.26 1.51 1.37 1.77 1.61 1.61 1.87

5/16

1/4

3/16

Design Wall Thickness 0.581 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 270 216 180 154 135 120 108 98 90 83 77 70 72 66 68 61 64 58 60 55 57 52 54 49 51 47 49 45 47 43 45 41 43 39 42 38 40 36 39 35

Design Wall Thickness 0.581 0.465 4 5 6 7 8 9 10 11 12 13 14 Span in Feet 15 16 17 18 19 20 21 22 23 24 26 28 206 165 138 118 103 92 83 83 75 75 68 69 63 64 58 59 54 55 50 52 47 49 44 46 42 43 40 41 38 39 36 38 34 36 33 34 31 32 29 29 27 177 141 118 101 88 78 71 71 64 64 58 59 54 54 49 50 46 47 43 44 40 42 38 39 36 37 34 35 32 34 31 32 29 31 28 29 27 27 25 25 23

­

25

­

0.47

­

24

­

0.54

­

22

­

0.61

Span in Feet

­

21

­

0.69

­

20

­

0.77

­

19

­

0.86

­

18

­

0.95

­

17

­

1.05

­

16

­

1.15

­

16

­

1.26

­

15

­

1.37

­

14

­

1.49

­

14

­

1.61

­

13

­

1.73

­

13

­

1.87

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 257 53.4 205 45.2 154 35.8 129 30.7 103 25.2 77 19.4 V, kips Sx, In.3 257 40.8 205 34.9 154 28.0 129 24.0 103 19.9 77 15.3

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

15

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 Span in Feet 15 16 17 18 19 20 21 22 24 26 28 3/8 36.41 0.349 132 105 88 75 66 60 58 53 53 48 48 43 44 40 40 37 38 34 35 32 33 30 31 28 29 27 28 25 26 24 25 23 24 22 22 20 20 18 19 17

Fy=46

y x x

y

ERW

12 X 2

1/4 22.42 3/16 17.08 0.174 57 45 41 38 34 32 29 28 26 25 23 23 21 21 19 19 17 17 16 16 15 15 14 14 13 13 12 13 11 12 11 11 10 10 9.4 9.4 8.6 8.7 7.9 8.1 7.4 0.04 0.07 0.06 0.09 0.09 0.13 0.12 0.17 0.15 0.21 0.19 0.26 0.24 0.32 0.29 0.38 0.34 0.44 0.40 0.51 0.47 0.59 0.54 0.67 0.61 0.76 0.69 0.85 0.77 0.94 0.86 1.05 0.95 1.27 1.15 1.51 1.37 1.77 1.61 2.05 1.87 Inches

12 X 3 1/2

5/16 30.78 0.291 113 91 76 65 57 52 50 46 45 41 41 37 38 34 35 32 32 29 30 27 28 26 27 24 25 23 24 22 23 21 22 20 21 19 19 17 17 16 16 15 0.04 0.07 0.09 0.13 0.17 0.15 0.21 0.19 0.26 0.24 0.32 0.29 0.38 0.34 0.44 0.40 0.51 0.47 0.59 0.54 0.67 0.61 0.76 0.69 0.85 0.77 0.94 0.86 1.05 0.95 1.15 1.05 1.27 1.15 1.51 1.37 1.77 1.61 2.05 1.87 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 Span in Feet 14 15 16 17 18 19 20 22 24 26 28 5/16 29.72 0.291 105 84 70 60 54 52 48 47 42 42 38 38 35 35 32 32 29 30 27 28 25 26 24 25 22 23 21 22 20 21 19 19 17 17 16 16 15 15 14

12 X 3

1/4 24.12 0.233 87 70 58 50 45 44 40 39 35 35 32 32 29 29 26 27 24 25 23 23 21 22 20 20 19 19 18 18 17 17 16 16 14 15 13 13 12 12 11 3/16 18.35 0.174 67 54 45 38 35 34 31 30 27 27 24 24 22 22 20 21 19 19 17 18 16 17 15 16 14 15 14 14 13 13 12 12 11 11 10 10 9.4 9.6 8.7 0.04 0.07 0.09 0.13 0.12 0.17 0.15 0.21 0.19 0.26 0.24 0.32 0.29 0.38 0.34 0.44 0.40 0.51 0.47 0.59 0.54 0.67 0.61 0.76 0.69 0.85 0.77 0.94 0.86 1.05 0.95 1.27 1.15 1.51 1.37 1.77 1.61 2.05 1.87 Inches

Nominal Size Wall Thickness Weight Per Foot

Design Wall Thickness 0.233 4 5 6 7 8 9 10 11 12 Span in Feet 13 14 15 16 17 18 19 20 22 24 26 28 73 59 53 49 44 42 38 37 33 33 30 29 27 27 24 24 22 23 21 21 19 20 18 18 17 17 16 16 15 15 14 15 13 13 12 12 11 11 10 10 9.5

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 154 26.0 129 22.4 V, kips Sx, In.3 129 20.7 103 17.2 77 13.3 V, kips Sx, In.3 103 14.5 77 11.2

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

16

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 1/2 3/8 5/16

Fy=46

y x x

y

ERW

10 X 6

10 X 8

Nominal Size 5/8 1/2 3/8

Wall Thickness 1/4 3/16 55.66 42.79 36.10 Inches 29.23 Inches 22.18 Inches Weight Per Foot 0.233 0.01 0.03 0.05 0.08 0.11 0.15 0.20 0.25 0.31 0.38 0.45 0.53 0.62 0.71 0.80 0.91 1.02 0.93 1.13 1.03 1.26 1.14 1.39 1.26 1.52 1.38 1.66 1.51 171 146 109 88 73 63 55 49 44 40 36 34 31 29 27 26 0.01 0.03 0.05 0.07 0.10 0.14 0.18 0.23 0.29 0.35 0.41 0.48 0.56 0.64 0.73 0.83 0.174 * 128 104 78 63 52 45 39 35 31 28 26 24 22 21 20 18 0.01 0.02 0.04 0.07 0.10 0.13 0.17 0.22 0.27 0.32 0.38 0.45 0.52 0.60 0.68 0.77

59.32 48.85 37.69

3/16 31.84 25.82 Inches 19.63 Inches 0.291 0.233 214 159 119 95 79 68 59 53 48 43 40 37 34 31 32 29 30 27 28 25 26 24 25 23 24 22 23 21 22 20 21 19 171 131 98 79 65 56 49 44 39 36 33 30 28 25 26 24 25 22 23 21 22 20 21 19 20 18 19 17 18 16 17 16 0.174 0.01 128 0.03 91 0.05 69 0.08 55 0.11 46 0.15 39 0.20 34 0.25 30 0.31 27 0.38 25 0.45 23 0.53 21 0.62 ­ 0.56 20 0.71 ­ 0.64 18 0.80 ­ 0.73 17 0.91 ­ 0.83 16 1.02 ­ 0.93 15 1.13 ­ 1.03 14 1.26 ­ 1.14 14 1.39 ­ 1.26 13 1.52 ­ 1.38 12 1.66 ­ 1.51 12 0.01 0.03 0.05 0.07 0.10 0.14 0.18 0.23 0.29 0.35 0.41 0.48

5/16

1/4

Design Wall Thickness 0.465 0.349 0.291 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 342 288 216 173 144 123 108 96 86 79 72 66 62 58 54 51 48 44 45 41 43 39 41 37 39 36 38 34 257 229 172 137 114 98 86 76 69 62 57 53 49 46 43 40 38 35 36 33 34 31 33 30 31 28 30 27 214 196 147 117 98 84 73 65 59 53 49 45 42 39 37 35 33 30 31 28 29 27 28 25 27 24 26 23

Design Wall Thickness 0.581 0.465 0.349 2 3 4 5 6 7 8 9 10 11 12 13 14 Span in Feet 15 16 17 18 19 20 21 22 23 407 271 203 163 136 116 102 90 81 74 68 63 58 53 54 49 51 46 48 44 45 41 43 39 41 37 39 35 37 34 35 32 342 231 174 139 116 99 87 77 69 63 58 53 50 45 46 42 43 39 41 37 39 35 37 33 35 32 33 30 32 29 30 27 257 184 138 111 92 79 69 61 55 50 46 43 39 36 37 33 35 31 33 30 31 28 29 26 28 25 26 24 25 23 24 22

Span in Feet

­

0.56

­

0.64

­

24

­

0.93

­

17

­

0.86

­

0.73

­

23

­

1.03

­

16

­

0.96

­

0.83

­

22

­

1.14

­

16

­

1.06

­

0.93

­

21

­

1.26

­

15

­

1.17

­

1.03

­

20

­

1.38

­

14

­

1.29

­

1.14

­

19

­

1.51

­

14

­

1.40

­

1.26

­

1.38

­

1.51

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 171 42.7 128 33.9 107 29.0 86 23.8 64 17.0 ** V, kips Sx, In.3 214 40.2 171 34.3 128 27.3 107 23.5 86 19.4 64 14.9

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

17

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 Span in Feet 14 15 16 17 18 19 20 21 22 23 3/8 35.13 0.349 244 163 122 98 81 70 61 54 49 44 40 41 37 38 34 35 32 33 30 30 28 29 26 27 25 26 23 24 22 23 21 22 20 21 19 5/16 29.72 0.291 210 140 105 84 70 60 53 47 42 38 35 35 32 32 29 30 27 28 26 26 24 25 23 23 21 22 20 21 19 20 18 19 17 18 17

Fy=46

y x x

y

ERW

10 X 4

10 X 5

1/4 24.12 0.233 171 116 87 70 58 50 44 39 35 32 29 29 26 27 24 25 23 23 21 22 20 20 19 19 18 18 17 17 16 17 15 16 14 15 14 3/16 18.35 0.174 128 89 67 53 45 38 33 30 27 24 22 22 20 21 19 19 17 18 16 17 15 16 14 15 13 14 13 13 12 13 12 12 11 12 11 0.01 0.03 0.05 0.08 0.11 0.15 0.20 0.25 0.31 0.38 0.35 0.45 0.41 0.53 0.48 0.62 0.56 0.71 0.64 0.80 0.73 0.91 0.83 1.02 0.93 1.13 1.03 1.26 1.14 1.39 1.26 1.52 1.38 1.66 1.51

Nominal Size Wall Thickness Inches Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 Span in Feet 14 15 16 17 18 19 20 21 22 23 5/8 50.81 0.581 303 202 151 121 101 86 76 67 61 61 55 55 50 50 46 47 42 43 39 40 37 38 34 36 32 34 31 32 29 30 28 29 26 28 25 26 24 1/2 42.05 0.465 261 174 131 104 87 75 65 58 53 52 47 47 43 44 40 40 37 37 34 35 32 33 30 31 28 29 26 27 25 26 24 25 23 24 22 23 21 3/8 32.58 0.349 210 140 105 84 70 60 53 47 43 42 38 38 35 35 32 32 29 30 27 28 26 26 24 25 23 23 21 22 20 21 19 20 18 19 17 18 17

5/16 27.59 0.291 182 121 91 73 61 52 46 40 37 36 33 33 30 30 28 28 25 26 24 24 22 23 21 21 19 20 18 19 17 18 17 17 16 17 15 16 14

1/4 22.42 0.233 151 101 75 60 50 43 38 34 30 30 27 27 25 25 23 23 21 22 20 20 18 19 17 18 16 17 15 16 14 15 14 14 13 14 12 13 12

3/16 17.08 0.174 117 78 59 47 39 34 29 26 24 23 21 21 19 20 18 18 16 17 15 16 14 15 13 14 13 13 12 12 11 12 11 11 10 11 9.7 10 9.3

Inches

0.01 0.03 0.05 0.08 0.11 0.15 0.20 0.25 0.23 0.31 0.29 0.38 0.35 0.45 0.41 0.53 0.48 0.62 0.56 0.71 0.64 0.80 0.73 0.91 0.83 1.02 0.93 1.13 1.03 1.26 1.14 1.39 1.26 1.52 1.38 1.66 1.51

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 128 24.1 107 20.8 86 17.2 64 13.2 V, kips Sx, In.3 214 29.9 171 25.8 128 20.8 107 18.0 86 14.9 64 11.6

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

18

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot

Fy=46

y x x

y

ERW

10 X 2

27.48 23.34 19.02 14.53 Inches 3/8 5/16 1/4 3/16

10 X 3 1/2 Nominal Size

Wall Thickness 16.44 Inches Weight Per Foot 3/16 3/8 5/16

10 X 3

1/4 3/16 1/8

Nominal Size Wall Thickness

30.03 25.46 20.72 15.80 10.71 Inches Weight Per Foot 0.116 69 46 35 28 23 20 18 17 16 15 14 14 13 13 11 12 10 11 9.7 9.9 9.0 9.2 8.4 8.6 7.9 8.1 7.4 7.7 7.0 7.3 6.6 6.9 6.3 6.6 6.0 6.3 5.7 6.0 5.5 0.01 0.03 0.05 0.08 0.11 0.15 0.14 0.20 0.18 0.25 0.23 0.31 0.29 0.38 0.35 0.45 0.41 0.53 0.48 0.62 0.56 0.71 0.64 0.80 0.73 0.91 0.83 1.02 0.93 1.13 1.03 1.26 1.14 1.39 1.26 1.52 1.38 1.66 1.51

Design Wall Thickness 0.174 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 108 72 54 43 36 31 27 25 24 22 22 20 20 18 18 16 17 15 15 14 14 13 14 12 13 12 12 11 11 10 11 9.8 10 9.4 9.8 8.9 9.4 8.6 0.01 0.03 0.05 0.08 0.11 0.15 0.20 0.18 0.25 0.23 0.31 0.29 0.38 0.35 0.45 0.41 0.53 0.48 0.62 0.56 0.71 0.64 0.80 0.73 0.91 0.83 1.02 0.93 1.13 1.03 1.26 1.14 1.39 1.26 1.52 1.38 1.66 1.51

Design Wall Thickness 0.349 0.291 0.233 0.174 2 3 4 5 6 7 8 9 10 11 12 Span in Feet 13 14 15 16 17 18 19 20 21 22 23 178 119 89 71 59 51 46 45 40 40 36 36 32 32 29 30 27 27 25 25 23 24 22 22 20 21 19 20 18 19 17 18 16 17 15 16 15 15 14 155 103 77 62 52 44 40 39 35 34 31 31 28 28 26 26 23 24 22 22 20 21 19 19 18 18 17 17 16 16 15 15 14 15 13 14 13 13 12 129 86 64 51 43 37 33 32 29 29 26 26 23 23 21 21 19 20 18 18 17 17 16 16 15 15 14 14 13 14 12 13 12 12 11 12 11 11 10 100 67 50 40 33 29 26 25 23 22 20 20 18 18 17 17 15 15 14 14 13 13 12 12 11 12 11 11 10 11 9.6 10 9.1 9.5 8.6 9.1 8.3 8.7 7.9

Design Wall Thickness 0.349 0.291 0.233 0.174 2 3 4 5 6 7 8 9 10 11 12 Span in Feet 13 14 15 16 17 18 19 20 21 22 23 145 96 72 58 53 48 44 41 38 36 33 32 29 29 26 26 24 24 22 22 20 21 19 19 18 18 16 17 15 16 15 15 14 14 13 14 13 13 12 13 11 127 84 63 51 46 42 38 36 33 32 29 28 26 25 23 23 21 21 19 19 18 18 16 17 15 16 14 15 14 14 13 13 12 13 12 12 11 12 10 11 10 106 71 53 43 39 35 32 30 28 27 24 24 21 21 19 19 18 18 16 16 15 15 14 14 13 13 12 13 11 12 11 11 10 11 9.7 10 9.2 9.7 8.8 9.2 8.4 83 55 41 33 30 28 25 24 22 21 19 18 17 17 15 15 14 14 13 13 12 12 11 11 10 10 9.4 9.8 8.9 9.2 8.4 8.7 7.9 8.3 7.5 7.9 7.2 7.5 6.8 7.2 6.6 0.01 0.03 0.05 0.08 0.07 0.11 0.10 0.15 0.14 0.20 0.18 0.25 0.23 0.31 0.29 0.38 0.35 0.45 0.41 0.53 0.48 0.62 0.56 0.71 0.64 0.80 0.73 0.91 0.83 1.02 0.93 1.13 1.03 1.26 1.14 1.39 1.26 1.52 1.38 1.66 1.51

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 64 10.7 V, kips Sx, In.3 128 17.6 107 15.3 86 12.7 64 9.87 43 6.83 V, kips Sx, In.3 128 14.3 107 12.5 86 10.5 64 8.19

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

19

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 5/8 59.32 0.581 385 261 196 157 131 112 98 87 78 71 65 60 56 52 49 45 46 42 44 40 41 37 39 36 37 34 1/2 48.85 0.465 308 223 167 134 111 95 83 74 67 61 56 51 48 45 42 38 39 36 37 34 35 32 33 30 32 29 3/8 37.69 0.349 231 178 134 107 89 76 67 59 53 49 45 41 38 36 33 30 31 29 30 27 28 26 27 24 25 23 5/16 31.84 0.291 193 152 114 91 76 65 57 51 46 42 38 35 33 30 29 26 27 24 25 23 24 22 23 21 22 20

Fy=46

y x x

y

ERW

9X7

1/4 25.82 0.233 154 126 95 76 63 54 47 42 38 34 32 29 27 25 24 22 22 20 21 19 20 18 19 17 18 16 0.01 0.03 0.06 0.09 0.13 0.17 0.22 0.28 0.35 0.42 0.50 0.59 0.68 0.79 0.89 0.81 1.01 0.92 1.13 1.03 1.26 1.15 1.40 1.27 1.54 1.40 Inches 3/16 19.63 0.174 * 115 86 65 52 43 37 32 29 26 24 22 20 19 17 0.01 0.03 0.05 0.08 0.11 0.15 0.20 0.25 0.31 0.38 0.45 0.53 0.61 0.70 Inches

Span in Feet

­

16

­

0.80

­

15

­

0.90

­

14

­

1.01

­

14

­

1.12

­

13

­

1.24

­

12

­

1.37

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 192 38.7 154 33.0 116 26.4 96 22.6 77 18.7 58 14.1 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

20

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 Span in Feet 13 14 15 16 17 18 19 20 21 5/8 50.81 0.581 300 200 150 120 100 86 75 67 60 54 50 50 45 46 42 43 39 40 36 37 34 35 32 33 30 32 29 30 27 29 26 1/2 42.05 0.465 258 172 129 103 86 74 65 57 52 47 43 43 39 40 36 37 34 34 31 32 29 30 28 29 26 27 25 26 23 25 22 3/8 32.58 0.349 207 138 104 83 69 59 52 46 41 38 34 35 31 32 29 30 27 28 25 26 24 24 22 23 21 22 20 21 19 20 18

Fy=46

y x x

y

ERW

9X5

5/16 27.59 0.291 179 119 90 72 60 51 45 40 36 33 30 30 27 28 25 26 23 24 22 22 20 21 19 20 18 19 17 18 16 17 16 1/4 22.42 0.233 149 99 74 60 50 43 37 33 30 27 25 25 23 23 21 21 19 20 18 19 17 18 16 17 15 16 14 15 14 14 13 3/16 17.08 0.174 115 77 58 46 38 33 29 26 23 21 19 19 17 18 16 16 15 15 14 14 13 14 12 13 12 12 11 12 10 11 10 0.01 0.03 0.06 0.09 0.13 0.17 0.22 0.28 0.35 0.42 0.38 0.50 0.46 0.59 0.54 0.68 0.62 0.79 0.71 0.89 0.81 1.01 0.92 1.13 1.03 1.26 1.15 1.40 1.27 1.54 1.40 Inches

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 192 29.6 154 25.5 116 20.5 96 17.7 77 14.7 58 11.4

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

21

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 Span in Feet 12 13 14 15 16 17 18 19 20 21 1/2 35.24 0.465 181 121 91 72 60 52 47 45 41 40 37 36 33 33 30 30 27 28 25 26 24 24 22 23 21 21 19 20 18 19 17 18 16 17 16 3/8 27.48 0.349 149 99 74 60 50 43 39 37 34 33 30 30 27 27 25 25 23 23 21 21 19 20 18 19 17 18 16 17 15 16 14 15 14 14 13 5/16 23.34 0.291 130 86 65 52 43 37 34 32 29 29 26 26 24 24 21 22 20 20 18 19 17 17 16 16 15 15 14 14 13 14 12 13 12 12 11

Fy=46

y x x

y

ERW

9X3

1/4 19.02 0.233 108 72 54 43 36 31 28 27 25 24 22 22 20 20 18 18 16 17 15 15 14 14 13 14 12 13 12 12 11 11 10 11 9.8 10 9.4 3/16 14.53 0.174 85 56 42 34 28 24 22 21 19 19 17 17 15 15 14 14 13 13 12 12 11 11 10 11 9.6 9.9 9.0 9.4 8.5 8.9 8.1 8.5 7.7 8.0 7.3 0.01 0.03 0.06 0.09 0.13 0.17 0.16 0.22 0.20 0.28 0.26 0.35 0.32 0.42 0.38 0.50 0.46 0.59 0.54 0.68 0.62 0.79 0.71 0.89 0.81 1.01 0.92 1.13 1.03 1.26 1.15 1.40 1.27 1.54 1.40 Inches

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 154 17.9 116 14.7 96 12.8 77 10.7 58 8.35

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

22

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 5/8 50.81 0.581 288 192 144 115 96 82 72 64 58 52 48 44 41 37 38 35 36 33 34 31 32 29 1/2 42.05 0.465 248 165 124 99 83 71 62 55 50 45 41 38 35 32 33 30 31 28 29 27 28 25 3/8 32.58 0.349 200 134 100 80 67 57 50 45 40 36 33 31 29 26 27 24 25 23 24 21 22 20 5/16 27.59 0.291 171 115 87 69 58 49 43 38 35 31 29 27 25 22 23 21 22 20 20 19 19 17

Fy=46

y x x

y

ERW

8X6

1/4 22.42 0.233 137 95 71 57 48 41 36 32 29 26 24 22 20 19 19 17 18 16 17 15 16 14 0.02 0.04 0.06 0.10 0.14 0.19 0.25 0.32 0.39 0.48 0.57 0.66 0.77 0.70 0.88 0.80 1.01 0.91 1.13 1.03 1.27 1.16 Inches 3/16 17.08 0.174 100 67 50 40 33 29 25 22 20 18 17 15 0.01 0.03 0.06 0.09 0.13 0.17 0.23 0.29 0.36 0.43 0.51 0.60 Inches

Span in Feet

­

14

­

0.70

­

13

­

0.80

­

13

­

0.91

­

12

­

1.03

­

11

­

1.16

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 171 28.5 137 24.5 103 19.8 86 17.1 69 14.1 51 10.9

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

23

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 Span in Feet 11 12 13 14 15 16 17 18 5/8 42.30 0.581 207 138 104 83 69 59 52 46 42 41 38 38 34 35 31 32 29 30 27 28 25 26 24 24 22 23 21 1/2 35.24 0.465 181 121 91 72 60 52 45 40 37 36 33 33 30 30 27 28 25 26 24 24 22 23 21 21 19 20 18 3/8 27.48 0.349 149 99 74 60 50 43 37 33 30 30 27 27 25 25 23 23 21 21 19 20 18 19 17 18 16 17 15 5/16 23.34 0.291 130 86 65 52 43 37 32 29 26 26 24 24 21 22 20 20 18 19 17 17 16 16 15 15 14 14 13

Fy=46

y x x

y

ERW

8X4

1/4 19.02 0.233 107 72 54 43 36 31 27 24 22 21 20 20 18 18 16 17 15 15 14 14 13 13 12 13 11 12 11 3/16 14.53 0.174 84 56 42 33 28 24 21 19 17 17 15 15 14 14 13 13 12 12 11 11 10 10 9.5 9.8 9.0 9.3 8.5 0.02 0.04 0.06 0.10 0.14 0.19 0.25 0.32 0.29 0.39 0.36 0.48 0.43 0.57 0.51 0.66 0.60 0.77 0.70 0.88 0.80 1.01 0.91 1.13 1.03 1.27 1.16 Inches 1/8 9.86 0.116 53 35 26 21 18 15 13 0.01 0.03 0.06 0.09 0.13 0.17 0.23 Inches

­

12

­

0.29

­

11

­

0.36

­

9.6

­

0.43

­

8.8

­

0.51

­

8.1

­

0.60

­

7.5

­

0.70

­

7.0

­

0.80

­

6.6

­

0.91

­

6.2

­

1.03

­

5.9

­

1.16

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 171 20.5 137 17.9 103 14.7 86 12.8 69 10.6 51 8.27 34 5.73

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

24

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 1/2 31.84 3/8 24.93 0.349 122 82 61 49 41 35 32 31 28 27 25 24 22 22 20 20 19 19 17 17 16 16 15 15 14 14 13 14 12 5/16 21.21 0.291 107 72 54 43 36 31 28 27 24 24 22 21 20 20 18 18 16 17 15 15 14 14 13 13 12 13 11 12 11

Fy=46

y x x

y

ERW

8X2

8X3

1/4 17.32 0.233 90 60 45 36 30 26 23 22 20 20 18 18 16 16 15 15 14 14 13 13 12 12 11 11 10 11 9.6 10 9.1 3/16 13.25 0.174 70 47 35 28 23 20 18 18 16 16 14 14 13 13 12 12 11 11 9.8 10 9.1 9.0 8.5 8.8 8.0 8.3 7.5 7.8 7.1 1/8 9.01 0.116 49 33 24 20 16 14 13 12 11 11 9.9 9.8 8.9 8.9 8.1 8.1 7.4 7.5 6.8 7.0 6.3 6.5 5.9 6.1 5.6 5.8 5.2 5.4 4.9 0.02 0.04 0.06 0.10 0.14 0.19 0.17 0.25 0.23 0.32 0.29 0.39 0.36 0.48 0.43 0.57 0.51 0.66 0.60 0.77 0.70 0.88 0.80 1.01 0.91 1.13 1.03 1.27 1.16 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 Span in Feet 10 11 12 13 14 15 16 17 18 3/8 22.37 0.349 97 64 48 39 35 32 29 28 25 24 22 21 20 19 18 18 16 16 15 15 14 14 13 13 12 12 11 11 10 11 9.8 5/16 19.08 0.291 85 57 43 34 31 28 26 24 22 21 19 19 17 17 16 16 14 14 13 13 12 12 11 11 10 11 9.7 10 9.1 9.5 8.6 1/4

3/16 11.97 0.174 57 38 28 23 21 19 17 16 15 14 13 13 11 11 10 10 9.4 9.5 8.6 8.7 7.9 8.1 7.4 7.6 6.9 7.1 6.5 6.7 6.1 6.3 5.7

1/8 8.16 0.116 40 27 20 16 14 13 12 11 10 9.9 9.0 8.8 8.0 8.0 7.2 7.2 6.6 6.6 6.0 6.1 5.6 5.7 5.2 5.3 4.8 5.0 4.5 4.7 4.3 4.4 4.0

15.62 0.233 72 48 36 29 26 24 22 21 19 18 16 16 15 14 13 13 12 12 11 11 10 10 9.4 10 8.7 9.0 8.2 8.5 7.7 8.0 7.3

Inches

Design Wall Thickness 0.465 2 3 4 5 6 7 8 9 10 Span in Feet 11 12 13 14 15 16 17 18 148 99 74 59 49 42 38 37 34 33 30 30 27 27 24 25 22 23 21 21 19 20 18 18 17 17 16 16 15

0.02 0.04 0.06 0.10 0.09 0.14 0.13 0.19 0.17 0.25 0.23 0.32 0.29 0.39 0.36 0.48 0.43 0.57 0.51 0.66 0.60 0.77 0.70 0.88 0.80 1.01 0.91 1.13 1.03 1.27 1.16

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 137 14.6 103 12.1 86 10.6 69 8.88 51 6.94 34 4.83 V, kips Sx, In.3 103 9.56 86 8.43 69 7.12 51 5.61 34 3.93

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

25

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 5/8 42.30 0.581 200 134 100 80 67 57 50 45 40 36 33 33 30 31 28 29 26 27 24 25 23 1/2 35.24 0.465 175 117 88 70 58 50 44 39 35 32 29 29 27 27 24 25 23 23 21 22 20 3/8 27.48 0.349 143 95 71 57 48 41 36 32 29 26 24 24 22 22 20 20 19 19 17 18 16 5/16 23.34 0.291 124 83 62 50 41 36 31 28 25 23 21 21 19 19 17 18 16 17 15 16 14

Fy=46

y x x

y

ERW

7X5

1/4 19.02 0.233 103 69 52 41 34 29 26 23 21 19 17 17 16 16 14 15 13 14 13 13 12 3/16 14.53 0.174 81 54 40 32 27 23 20 18 16 15 13 13 12 12 11 12 10 11 9.8 10 9.2 0.02 0.04 0.07 0.11 0.16 0.22 0.29 0.36 0.45 0.54 0.49 0.65 0.59 0.76 0.69 0.88 0.80 1.01 0.92 1.15 1.04 Inches 1/8 9.86 0.116 * 48 32 24 19 16 14 12 11 9.7 0.02 0.04 0.06 0.10 0.14 0.19 0.25 0.32 0.39 Inches

Span in Feet

­

8.8

­

0.47

­

8.1

­

0.56

­

7.5

­

0.66

­

6.9

­

0.76

­

6.5

­

0.88

­

6.1

­

1.00

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 150 19.8 120 17.3 90 14.1 75 12.3 60 10.2 45 7.96 30 5.27 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

26

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 Span in Feet 10 11 12 13 14 15 16 1/2 31.84 0.465 147 98 73 59 49 42 37 33 30 29 27 27 24 24 22 23 21 21 19 20 18 18 17 3/8 24.93 0.349 120 80 60 48 40 34 30 27 24 24 22 22 20 20 18 19 17 17 16 16 15 15 14 5/16 21.21 0.291 105 70 53 42 35 30 26 23 21 21 19 19 17 18 16 16 15 15 14 14 13 13 12 1/4 17.32 0.233 88 59 44 35 29 25 22 20 18 18 16 16 15 15 13 14 12 13 11 12 11 11 10

Fy=46

y x x

y

ERW

7X4

3/16 13.25 0.174 69 46 34 28 23 20 17 15 14 14 13 13 11 11 10 11 9.6 9.8 8.9 9.2 8.3 8.6 7.8 0.02 0.04 0.07 0.11 0.16 0.22 0.29 0.36 0.33 0.45 0.41 0.54 0.49 0.65 0.59 0.76 0.69 0.88 0.80 1.01 0.92 1.15 1.04 Inches 1/8 9.01 0.116 44 29 22 17 15 12 11 0.02 0.04 0.07 0.10 0.15 0.20 0.26 Inches

­

9.7

­

0.33

­

8.7

­

0.41

­

7.9

­

0.49

­

7.3

­

0.59

­

6.7

­

0.69

­

6.2

­

0.80

­

5.8

­

0.92

­

5.4

­

1.04

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 120 14.5 90 11.9 75 10.4 60 8.72 45 6.80 30 4.73

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

27

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 1/2 28.43 3/8 22.37 0.349 98 66 49 39 33 28 26 25 22 22 20 20 18 18 16 16 15 15 14 14 13 13 12 12 11 5/16 19.08 0.291 86 58 43 35 29 25 22 22 20 19 17 17 16 16 14 14 13 13 12 12 11 12 10 11 9.8

Fy=46

y x x

y

ERW

6X5

7X3

1/4 15.62 0.233 73 49 36 29 24 21 19 18 17 16 15 15 13 13 12 12 11 11 10 10 9.0 9.7 8.8 9.1 8.3 3/16 11.97 0.174 57 38 29 23 19 16 15 14 13 13 12 11 10 10 9.0 10 8.7 8.8 8.0 8.2 7.4 7.6 6.9 7.1 6.5 1/8 8.16 0.116 40 27 20 16 13 11 10 10 9.1 8.9 8.1 8.0 7.3 7.3 6.6 6.7 6.1 6.1 5.6 5.7 5.2 5.3 4.8 5.0 4.5 0.02 0.04 0.07 0.11 0.16 0.22 0.20 0.29 0.26 0.36 0.33 0.45 0.41 0.54 0.49 0.65 0.59 0.76 0.69 0.88 0.80 1.01 0.92 1.15 1.04 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 3/8 24.93 0.349 114 76 57 46 38 33 29 25 23 21 19 19 17 18 16 16 15 5/16 21.21 0.291 100 66 50 40 33 28 25 22 20 18 16 17 15 15 14 14 13

1/4 17.32 0.233 83 56 42 33 28 24 21 19 17 15 14 14 13 13 12 12 11

3/16 13.25 0.174 65 43 33 26 22 19 16 14 13 12 11 11 9.9 10 9.1 9.3 8.5

Inches

Design Wall Thickness 0.465 2 3 4 5 6 7 8 9 Span in Feet 10 11 12 13 14 15 16 117 78 59 47 39 34 30 29 27 26 24 23 21 21 19 20 18 18 16 17 15 16 14 15 13

0.02 0.05 0.08 0.13 0.19 0.26 0.34 0.42 0.52 0.63 0.58 0.75 0.69 0.88 0.80 1.03 0.93

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 120 11.6 90 9.73 75 8.54 60 7.19 45 5.65 30 3.95 V, kips Sx, In.3 77 11.3 64 9.85 51 8.25 38 6.44

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

28

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 1/2 3/8 5/16

Fy=46

y x x

y

ERW

6X3

6X4

1/4 3/16

Nominal Size 1/2 25.03 3/8 5/16

Wall Thickness 1/8 28.43 22.37 19.08 15.62 11.97 Inches 8.16 Inches Weight Per Foot 0.116 0.02 0.05 0.08 0.13 0.19 0.26 0.34 0.42 0.39 0.52 0.48 0.63 0.58 0.75 0.69 0.88 0.80 1.03 0.93 35 23 18 14 12 10 8.8 0.02 0.04 0.08 0.12 0.17 0.23 0.30

1/4 13.91 0.233 57 38 29 23 19 16 15 14 13 13 12 11 10 10 9.5 9.5 8.7 8.8 8.0 8.2 7.4

3/16 10.70 0.174 45 30 23 18 15 13 12 11 10 10 9.1 9.0 8.2 8.2 7.5 7.5 6.9 7.0 6.3 6.5 5.9

19.82 16.96 0.349 0.291 77 51 38 31 26 22 20 19 17 17 15 15 14 14 13 13 12 12 11 11 9.9 68 45 34 27 23 19 18 17 15 15 14 14 12 12 11 11 10 10 9.5 9.7 8.8

7.31 Inches 0.116 32 21 16 13 11 9.1 8.3 7.9 7.2 7.1 6.4 6.4 5.8 5.8 5.3 5.3 4.8 4.9 4.4 4.5 4.1 0.02 0.05 0.08 0.13 0.19 0.26 0.23 0.34 0.30 0.42 0.39 0.52 0.48 0.63 0.58 0.75 0.69 0.88 0.80 1.03 0.93

1/8

Design Wall Thickness 0.465 0.349 0.291 0.233 0.174 2 3 4 5 6 7 8 Span in Feet 9 10 11 12 13 14 114 76 57 46 38 33 29 25 23 23 21 21 19 19 17 18 16 16 15 95 64 48 38 32 27 24 21 19 19 17 17 16 16 14 15 13 14 12 84 56 42 33 28 24 21 19 17 17 15 15 14 14 13 13 12 12 11 70 47 35 28 23 20 18 16 14 14 13 13 12 12 11 11 9.9 10 9.1 55 37 28 22 18 16 14 12 11 11 10 10 9.1 9.2 8.4 8.5 7.7 7.9 7.2

Design Wall Thickness 0.465 2 3 4 5 6 7 8 Span in Feet 9 10 11 12 13 14 90 60 45 36 30 26 23 23 21 20 18 18 16 16 15 15 14 14 13 13 12

­

7.8

­

0.39

­

7.0

­

0.48

­

6.4

­

0.58

­

5.8

­

0.69

­

5.4

­

0.80

­

5.0

­

0.93

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 103 11.3 77 9.43 64 8.27 51 6.96 38 5.46 26 3.81 V, kips Sx, In.3 103 8.94 77 7.57 64 6.69 51 5.66 38 4.47 26 3.14

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

29

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 3/8 17.27 5/16 14.83 0.291 52 34 26 21 19 17 16 15 13 13 12 11 10 10 9.4 9.4 8.5 8.6 7.8 8.0 7.2 7.4 6.7 1/4 12.21 0.233 44 29 22 18 16 15 13 13 11 11 10 9.8 8.9 8.8 8.0 8.0 7.3 7.4 6.7 6.8 6.2 6.3 5.7

Fy=46

y x x

y

ERW

5X4

6X2

3/16 9.42 0.174 35 24 18 14 13 12 11 10 9.2 8.8 8.0 7.8 7.1 7.1 6.4 6.4 5.8 5.9 5.4 5.4 4.9 5.0 4.6 1/8 6.46 0.116 25 17 12 10 9.1 8.3 7.6 7.1 6.5 6.2 5.7 5.6 5.0 5.0 4.5 4.5 4.1 4.2 3.8 3.8 3.5 3.6 3.2 0.02 0.05 0.08 0.13 0.12 0.19 0.17 0.26 0.23 0.34 0.30 0.42 0.39 0.52 0.48 0.63 0.58 0.75 0.69 0.88 0.80 1.03 0.93 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 1/2 25.03 0.465 86 57 43 34 29 25 21 19 17 17 16 16 14 3/8 19.82 0.349 72 48 36 29 24 21 18 16 15 14 13 13 12 5/16

1/4 13.91 0.233 54 36 27 22 18 15 14 12 11 11 10 9.8 8.9

3/16 10.70 0.174 43 28 21 17 14 12 11 9.5 8.6 8.5 7.8 7.8 7.1

16.96 0.291 64 43 32 26 21 18 16 14 13 13 12 12 11

Inches

Design Wall Thickness 0.349 2 3 4 5 6 7 Span in Feet 8 9 10 11 12 13 14 58 39 29 23 21 19 18 17 15 14 13 13 12 12 11 11 9.6 9.6 8.8 8.9 8.1 8.3 7.5

0.03 0.06 0.10 0.16 0.23 0.31 0.40 0.51 0.46 0.63 0.57 0.76 0.69

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 77 5.71 64 5.11 51 4.37 38 3.49 26 2.47 V, kips Sx, In.3 86 8.48 64 7.16 54 6.32 43 5.35 32 4.22

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

30

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 Span in Feet 7 8 9 10 11 1/2 21.63 0.465 66 44 33 27 22 19 17 17 15 15 13 13 12 12 11 3/8 17.27 0.349 57 38 29 23 19 16 15 14 13 13 12 11 10 10 9.5 5/16 14.83 0.291 51 34 25 20 17 15 13 13 12 11 10 10 9.3 9.3 8.4

Fy=46

y x x

y

ERW

5 X 21/2

5X3

1/4 12.21 0.233 43 29 22 17 14 12 11 11 9.9 9.6 8.8 8.7 7.9 7.9 7.2 3/16 9.42 0.174 35 23 17 14 12 9.9 9.0 8.6 7.8 7.7 7.0 6.9 6.3 6.3 5.7 1/8 6.46 0.116 24 16 12 9.8 8.1 7.0 6.3 6.1 5.5 5.4 4.9 4.9 4.4 4.4 4.0 0.03 0.06 0.10 0.16 0.23 0.31 0.28 0.40 0.37 0.51 0.46 0.63 0.57 0.76 0.69 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 Span in Feet 7 8 9 10 11 1/4 11.36 0.233 38 25 19 15 13 12 11 9.9 9.5 8.6 8.5 7.7 7.6 6.9 6.9 6.3

3/16 8.78 0.174 30 20 15 12 10 9.2 8.7 7.9 7.6 6.9 6.8 6.2 6.1 5.5 5.5 5.0

1/8 6.03 0.116 22 14 11 8.7 7.2 6.6 6.2 5.6 5.4 4.9 4.8 4.4 4.3 3.9 3.9 3.6

Inches

0.03 0.06 0.10 0.16 0.23 0.21 0.31 0.28 0.40 0.37 0.51 0.46 0.63 0.57 0.76 0.69

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 86 6.56 64 5.65 54 5.03 43 4.29 32 3.41 21 2.41 V, kips Sx, In.3 43 3.76 32 3.01 21 2.14

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

31

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 Span in Feet 7 8 9 10 11 3/8 14.72 0.349 42 28 21 17 15 14 13 12 11 10 9.5 9.3 8.5 8.4 7.6 7.6 6.9 5/16 12.70 0.291 38 25 19 15 14 13 11 11 9.8 9.5 8.6 8.4 7.6 7.6 6.9 6.9 6.3 1/4 10.51 0.233 33 22 16 13 12 11 9.9 9.3 8.5 8.2 7.4 7.3 6.6 6.5 5.9 5.9 5.4

Fy=46

y x x

y

ERW

4X3

5X2

3/16 8.15 0.174 26 18 13 11 9.6 8.8 8.0 7.5 6.8 6.6 6.0 5.8 5.3 5.3 4.8 4.8 4.3 1/8 5.61 0.116 19 13 9.4 7.5 6.8 6.3 5.7 5.4 4.9 4.7 4.3 4.2 3.8 3.8 3.4 3.4 3.1 0.03 0.06 0.10 0.16 0.14 0.23 0.21 0.31 0.28 0.40 0.37 0.51 0.46 0.63 0.57 0.76 0.69 Inches

Nominal Size Wall Thickness Weight Per Foot 3/8 14.72 5/16 12.70 0.291 36 24 18 14 12 10 9.4 9.0 8.2 8.0 7.3 1/4

3/16 8.15 0.174 25 17 12 10 8.3 7.1 6.5 6.2 5.7 5.6 5.0

1/8 5.61 0.116 18 12 8.9 7.1 5.9 5.1 4.6 4.5 4.0 4.0 3.6

10.51 0.233 31 21 16 12 10 8.9 8.1 7.8 7.1 6.9 6.3

Inches

Design Wall Thickness 0.349 2 3 4 5 6 7 8 9 40 27 20 16 13 11 10 10 9.1 8.9 8.1

0.03 0.07 0.13 0.20 0.28 0.38 0.35 0.50 0.46 0.64 0.58

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 64 4.14 54 3.74 43 3.23 32 2.60 21 1.86 V, kips Sx, In.3 51 3.96 43 3.57 34 3.07 26 2.47 17 1.76

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

32

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 Span in Feet 6 7 8 9 5/16 11.64 0.291 31 21 15 12 10 9.4 8.8 8.0 7.7 7.0 6.9 6.3

Fy=46

y x x

y

ERW

4X2

4 X 2 1/2

1/4 9.66 0.233 27 18 13 11 9.0 8.2 7.7 7.0 6.7 6.1 6.0 5.4 3/16 7.51 0.174 22 15 11 8.7 7.3 6.6 6.2 5.7 5.4 4.9 4.8 4.4 0.03 0.07 0.13 0.20 0.28 0.26 0.38 0.35 0.50 0.46 0.64 0.58 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 Span in Feet 6 7 8 9 3/8 12.17 0.349 28 19 14 11 10 9.4 8.6 8.1 7.4 7.1 6.4 6.3 5.7 5/16 10.58 0.291 26 17 13 10 9.4 8.6 7.9 7.4 6.7 6.5 5.9 5.8 5.2 1/4 8.81 0.233 23 15 11 9.1 8.3 7.6 6.9 6.5 5.9 5.7 5.2 5.1 4.6

3/16 6.87 0.174 19 12 9.3 7.4 6.7 6.2 5.6 5.3 4.8 4.6 4.2 4.1 3.7

1/8 4.75 0.116 13 8.9 6.7 5.3 4.9 4.5 4.0 3.8 3.5 3.3 3.0 3.0 2.7

Inches

0.03 0.07 0.13 0.20 0.18 0.28 0.26 0.38 0.35 0.50 0.46 0.64 0.58

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 43 3.06 34 2.66 26 2.15 V, kips Sx, In.3 51 2.80 43 2.56 34 2.25 26 1.83 17 1.32

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

33

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 1 2 3 4 5 6 7 8 3/8 12.17 0.349 55 27 18 14 11 9.1 8.3 7.8 7.1 6.9 6.2 5/16 10.58 0.291 50 25 17 13 10 8.4 7.6 7.2 6.5 6.3 5.7

Fy=46

y x x

y

ERW

3 X 2 1/2

3 1/2 X 2 1/2

1/4 8.81 0.233 44 22 15 11 8.8 7.3 6.7 6.3 5.7 5.5 5.0 3/16 6.87 0.174 36 18 12 8.9 7.1 5.9 5.4 5.1 4.6 4.5 4.0 1/8 4.75 0.116 26 13 8.6 6.5 5.2 4.3 3.9 3.7 3.4 3.2 2.9 0.01 0.04 0.08 0.14 0.22 0.32 0.29 0.44 0.40 0.57 0.52 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 1 2 3 4 5 6 7 5/16 9.51 0.291 39 20 13 9.8 7.9 6.5 5.9 5.6 5.1 1/4 7.96 0.233 35 17 12 8.7 6.9 5.8 5.2 4.9 4.5

3/16 6.23 0.174 29 14 9.5 7.1 5.7 4.8 4.3 4.1 3.7

1/8 4.33 0.116 21 10 6.9 5.2 4.2 3.5 3.2 3.0 2.7

Inches

0.01 0.04 0.09 0.17 0.26 0.38 0.34 0.51 0.47

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 45 2.71 37 2.48 30 2.17 22 1.76 15 1.28 V, kips Sx, In.3 32 1.94 26 1.71 19 1.41 13 1.03

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

34

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/16 8.45 1/4 7.11

Fy=46

y x x

y

ERW

3X1

3/16 4.32 1/8 3.05 Inches

3X2

3/16 5.59 1/8 3.90

Nominal Size Wall Thickness Inches Weight Per Foot 1/4 6.26

3 X 1 1/2

3/16 4.96 1/8 3.48

Nominal Size Wall Thickness Inches Weight Per Foot

Design Wall Thickness 0.291 0.233 0.174 0.116 1 2 3 4 5 6 7 32 16 11 8.0 6.4 5.8 5.3 4.8 4.6 4.2 29 14 9.6 7.2 5.7 5.2 4.8 4.4 4.1 3.7 24 12 8.0 6.0 4.8 4.3 4.0 3.6 3.4 3.1 18 8.8 5.8 4.4 3.5 3.2 2.9 2.7 2.5 2.3 0.01 0.04 0.09 0.17 0.26 0.24 0.38 0.34 0.51 0.47

Design Wall Thickness 0.233 0.174 0.116 1 2 3 Span in Feet 4 5 6 7 23 11 7.6 5.7 5.2 4.5 4.1 3.8 3.4 3.2 2.9 19 9.6 6.4 4.8 4.3 3.8 3.5 3.2 2.9 2.7 2.5 14 7.1 4.8 3.6 3.2 2.9 2.6 2.4 2.2 2.0 1.9 0.01 0.04 0.09 0.17 0.15 0.26 0.24 0.38 0.34 0.51 0.47

Design Wall Thickness 0.174 0.116 1 2 3 Span in Feet 4 5 6 7 14 7.2 4.8 4.4 3.6 3.3 2.9 2.6 2.4 2.2 2.1 1.9 11 5.5 3.7 3.3 2.8 2.5 2.2 2.0 1.8 1.7 1.6 1.4 0.01 0.04 0.09 0.09 0.17 0.15 0.26 0.24 0.38 0.34 0.51 0.47

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 32 1.58 26 1.42 19 1.18 13 0.866 V, kips Sx, In.3 26 1.12 19 13 V, kips Sx, In.3 19 13

0.945 0.706

0.713 0.545

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

35

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 1 2 3 4 5 1/4 5.41 0.233 17 8.3 5.5 4.1 3.8 3.3 3.0

Fy=46

y x x

y

ERW

2X1

3/16 3.04 1/8 2.20 0.116 5.7 2.8 1.9 1.7 1.4 1.3 0.02 0.06 0.14 0.13 0.25 0.23 Inches

2 1/2 X 1 1/2

3/16 4.32 0.174 14 7.1 4.8 3.6 3.2 2.9 2.6 1/8 3.05 0.116 11 5.4 3.6 2.7 2.5 2.2 2.0 0.01 0.05 0.11 0.20 0.18 0.31 0.29 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness Span in Feet 1 2 3 4 3/16 3.68 0.174 10 5.0 3.3 2.5 2.3

2 X 1 1/2

1/8 2.63 0.116 7.8 3.9 2.6 1.9 1.8 0.02 0.06 0.14 0.25 0.23 Inches

Nominal Size Wall Thickness Weight Per Foot

Design Wall Thickness 0.174 1 2 3 4 7.1 3.5 2.4 2.1 1.8 1.6

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 21 0.820 16 0.705 11 0.535 V, kips Sx, In.3 13 0.494 8.5 0.383 V, kips Sx, In.3 13 0.349 8.5 0.280

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

36

Span in Feet

HSS Beam Load Tables/Structural Steel Tubing Notes

37

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8

Fy=46

y x x

y

ERW

14 X 14

16 X 16

Nominal Size 5/8 1/2

1/2 3/8 5/16 Wall Thickness 127.37 Inches 103.30 Inches 78.52 Inches 65.87 Inches Weight Per Foot 0.465 548 519 432 371 324 288 259 236 216 200 185 173 162 153 144 137 130 124 118 113 108 104 100 96 93 89 86 84 81 79 76 0.03 0.04 0.06 0.09 0.11 0.14 0.18 0.22 0.26 0.30 0.35 0.40 0.46 0.52 0.58 0.64 0.71 0.79 0.86 0.94 1.03 1.12 1.21 1.30 1.40 1.50 1.61 1.71 1.83 1.94 2.06 0.349 * 411 372 310 265 232 206 186 169 155 143 133 124 116 109 103 98 93 88 84 81 77 74 71 69 66 64 62 60 58 56 55 0.03 0.04 0.06 0.08 0.11 0.13 0.17 0.20 0.24 0.28 0.32 0.37 0.42 0.48 0.54 0.60 0.66 0.73 0.80 0.87 0.95 1.03 1.12 1.20 1.29 1.39 1.49 1.59 1.69 1.80 1.91 0.291* 343 289 241 207 181 161 145 131 121 111 103 96 90 85 80 76 72 69 66 63 60 58 56 54 52 50 48 47 45 44 43 0.02 0.04 0.05 0.07 0.10 0.12 0.15 0.18 0.22 0.26 0.30 0.34 0.39 0.44 0.49 0.55 0.61 0.67 0.73 0.80 0.87 0.95 1.03 1.11 1.19 1.28 1.37 1.46 1.55 1.65 1.76

3/8 5/16 110.36 89.68 Inches 68.31 Inches 57.36 Inches 0.349 * 0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.27 0.32 0.38 0.44 0.50 0.57 0.65 0.73 0.81 0.90 0.99 1.09 1.19 1.29 1.40 1.52 1.64 1.76 1.89 2.02 2.16 1.96 2.30 2.09 360 297 247 212 185 165 148 135 124 114 106 99 93 87 82 78 74 71 67 64 62 59 57 55 53 51 49 0.03 0.05 0.07 0.10 0.13 0.16 0.20 0.24 0.29 0.34 0.39 0.45 0.51 0.58 0.65 0.72 0.80 0.88 0.97 1.05 1.15 1.25 1.35 1.45 1.56 1.68 1.79 0.291* 291 233 194 166 145 129 116 106 97 89 83 78 73 68 65 61 58 55 53 51 48 47 45 43 42 40 39 0.03 0.05 0.07 0.09 0.12 0.15 0.18 0.22 0.27 0.31 0.36 0.41 0.47 0.53 0.60 0.66 0.74 0.81 0.89 0.97 1.06 1.15 1.24 1.34 1.44 1.55 1.66

Design Wall Thickness 0.581 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

Design Wall Thickness 0.581 0.465 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 599 518 432 370 324 288 259 236 216 199 185 173 162 152 144 136 130 123 118 113 108 104 100 96 93 89 86 84 76 81 74 479 429 358 306 268 238 215 195 179 165 153 143 134 126 119 113 107 102 98 93 89 86 83 79 77 74 72 69 63 67 61

684 577 494 433 385 346 315 288 266 247 231 216 204 192 182 173 165 157 150 144 138 133 128 124 119 115 112 108 105 102 99 90 96 87 94 85

0.05 0.07 0.10 0.13 0.16 0.20 0.24 0.28 0.33 0.38 0.44 0.50 0.57 0.64 0.71 0.79 0.87 0.95 1.04 1.13 1.23 1.33 1.43 1.54 1.65 1.77 1.89 2.01 2.14 2.27 2.40 2.19 2.54 2.31 2.69 2.44

Span in Feet

Span in Feet

­

48

­

1.92

­

38

­

1.77

­

46

­

2.04

­

36

­

1.89

­

74

­

2.19

­

53

­

2.02

­

41

­

1.86

­

72

­

2.31

­

52

­

2.14

­

40

­

1.97

­

70

­

2.44

­

50

­

2.26

­

39

­

2.08

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 342 171 274 141 205 101 ** 171 78.6 ** V, kips Sx, In.3 299 128 240 106 180 80.6 ** 150 63.2 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

38

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 5/8 93.34 0.581 462 370 308 264 231 205 185 168 154 142 132 123 115 109 103 97 92 88 84 80 77 74 71 68 62 66 60 1/2 76.07 0.465 386 308 257 220 193 171 154 140 129 119 110 103 96 91 86 81 77 73 70 67 64 62 59 57 52 55 50 0.04 0.07 0.09 0.13 0.17 0.21 0.26 0.32 0.38 0.44 0.51 0.59 0.67 0.76 0.85 0.94 1.05 1.15 1.27 1.38 1.51 1.64 1.77 1.91 1.73 2.05 1.87 Inches 3/8 58.10 0.349 274 219 182 156 137 122 109 100 91 84 78 73 68 64 61 58 55 52 50 48 46 44 42 0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.29 0.34 0.40 0.47 0.54 0.61 0.69 0.77 0.86 0.95 1.05 1.15 1.26 1.37 1.49 1.61

Fy=46

y x x

y

ERW

12 X 12

Inches 5/16 48.86 0.291 * 225 180 150 129 113 100 90 82 75 69 64 60 56 53 50 47 45 43 41 39 38 36 35 0.04 0.06 0.08 0.11 0.15 0.19 0.23 0.28 0.33 0.39 0.45 0.52 0.59 0.67 0.75 0.83 0.92 1.01 1.11 1.22 1.33 1.44 1.56 Inches 1/4 39.43 0.233 * 167 134 111 95 83 74 67 61 56 51 48 45 42 39 37 35 33 32 30 29 28 27 26 0.03 0.05 0.08 0.10 0.13 0.17 0.21 0.25 0.30 0.35 0.41 0.47 0.53 0.60 0.68 0.75 0.84 0.92 1.01 1.11 1.20 1.31 1.41 Inches

Span in Feet

­

41

­

1.73

­

33

­

1.68

­

25

­

1.52

­

41

­

1.87

­

32

­

1.80

­

24

­

1.64

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 257 91.3 205 76.2 154 59.5 129 49.0 ** 103 36.3 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

39

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 5/8 76.33 0.581 428 410 308 246 205 176 154 137 123 112 103 95 88 82 77 72 68 65 62 59 56 51 54 49 1/2 62.46 0.465 3/8 47.90 0.349 0.01 0.03 0.05 0.08 0.11 0.15 0.20 0.25 0.31 0.38 0.45 0.53 0.62 0.71 0.80 0.91 1.02 1.13 1.26 1.39 1.52 1.38 1.66 1.51 Inches 5/16 40.35 0.291 214 212 159 127 106 91 79 71 63 58 53 49 45 42 40 37 35 33 32 30 0.01 0.03 0.05 0.07 0.10 0.14 0.18 0.23 0.29 0.35 0.41 0.48 0.56 0.64 0.73 0.83 0.93 1.03 1.14 1.26

Fy=46

y x x

y

ERW

10 X 10

Inches 1/4 32.63 0.233 * 171 165 124 99 82 71 62 55 49 45 41 38 35 33 31 29 27 26 25 24 0.01 0.02 0.04 0.07 0.10 0.13 0.17 0.22 0.27 0.33 0.39 0.46 0.53 0.61 0.70 0.79 0.88 0.98 1.09 1.20 Inches 3/16 24.73 0.174 * 128 111 83 67 56 48 42 37 33 30 28 26 24 22 21 20 19 18 17 16 0.01 0.02 0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.29 0.34 0.40 0.47 0.54 0.61 0.69 0.78 0.86 0.96 1.06 Inches

342 259 207 173 148 130 115 104 94 86 80 74 69 65 61 58 55 52 49 47 43 45 41

257 204 164 136 117 102 91 82 74 68 63 58 55 51 48 45 43 41 39 37 34 36 32

Span in Feet

­

29

­

1.38

­

22

­

1.32

­

15

­

1.16

­

28

­

1.51

­

22

­

1.44

­

14

­

1.27

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 214 60.8 171 51.2 128 40.4 107 34.5 86 26.9 ** 64 18.1 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

40

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1/2 55.66 0.465 308 274 205 164 137 117 103 91 82 75 68 63 59 55 51 48 46 43 41 37 39 36 3/8 42.79 0.349 231 217 163 130 109 93 81 72 65 59 54 50 47 43 41 38 36 34 33 30 31 28 5/16 36.10 0.291 193 186 140 112 93 80 70 62 56 51 47 43 40 37 35 33 31 29 28 25 27 24 0.01 0.03 0.06 0.09 0.13 0.17 0.22 0.28 0.35 0.42 0.50 0.59 0.68 0.79 0.89 1.01 1.13 1.26 1.40 1.27 1.54 1.40 Inches

Fy=46

y x x

y

ERW

9X9

1/4 29.23 0.233 * 154 138 104 83 69 59 52 46 41 38 35 32 30 28 26 24 23 22 0.01 0.03 0.05 0.08 0.11 0.15 0.20 0.26 0.31 0.38 0.45 0.53 0.62 0.71 0.81 0.91 1.02 1.14 Inches 3/16 22.18 0.174 * 115 93 70 56 47 40 35 31 28 25 23 22 20 19 17 16 16 15 0.01 0.02 0.04 0.07 0.10 0.14 0.18 0.22 0.28 0.34 0.40 0.47 0.54 0.62 0.71 0.80 0.90 1.00 Inches

Span in Feet

­

21

­

1.26

­

14

­

1.11

­

20

­

1.39

­

13

­

1.22

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 154 40.6 116 32.2 96 27.6 77 22.5 ** 58 15.2 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

41

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 5/8 59.32 0.581 342 246 185 148 123 106 92 82 74 67 62 57 53 49 46 43 41 37 1/2 48.85 0.465 274 210 158 126 105 90 79 70 63 57 53 49 45 42 39 37 35 32 3/8 37.69 0.349 205 168 126 101 84 72 63 56 50 46 42 39 36 34 31 30 28 25 5/16 31.84 0.291 171 144 108 87 72 62 54 48 43 39 36 33 31 29 27 25 24 22 0.02 0.04 0.06 0.10 0.14 0.19 0.25 0.32 0.39 0.48 0.57 0.66 0.77 0.88 1.01 1.13 1.27 1.16

Fy=46

y x x

y

ERW

8X8

Inches 1/4 25.82 0.233 137 109 81 65 54 47 41 36 33 30 27 25 23 22 20 19 0.01 0.03 0.06 0.09 0.13 0.17 0.23 0.29 0.36 0.43 0.51 0.60 0.70 0.80 0.91 1.03 Inches 3/16 19.63 0.174 * 102 77 58 46 38 33 21 26 23 21 19 18 16 15 14 14 0.01 0.03 0.05 0.08 0.12 0.16 0.21 0.27 0.33 0.40 0.47 0.55 0.64 0.74 0.84 0.95 Inches

Span in Feet

­

18

­

1.16

­

13

­

1.06

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 171 36.5 137 31.2 103 24.9 86 21.4 69 17.7 51 12.5 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

42

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 5/8 50.81 0.581 270 180 135 108 90 77 68 60 54 49 45 42 39 36 34 31 1/2 42.05 0.465 233 155 116 93 78 67 58 52 47 42 39 36 33 31 29 26 3/8 32.58 0.349 180 125 94 75 63 54 47 42 38 34 31 29 27 25 24 21 5/16 27.59 0.291 150 108 81 65 54 46 40 36 32 29 27 25 23 22 20 18

Fy=46

y x x

y

ERW

7X7

1/4 22.42 0.233 120 90 67 54 45 38 34 30 27 24 22 21 19 18 17 15 0.02 0.04 0.07 0.11 0.16 0.22 0.29 0.36 0.45 0.54 0.65 0.76 0.88 1.01 1.15 1.04 Inches 3/16 17.08 0.174 * 90 61 46 37 31 26 23 20 18 17 15 14 13 12 0.02 0.04 0.06 0.10 0.14 0.19 0.25 0.32 0.40 0.48 0.57 0.67 0.78 0.89 Inches

Span in Feet

­

12

­

1.02

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 150 26.7 120 23.0 90 18.6 75 16.0 60 13.3 45 10.0 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

43

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 5/8 42.30 0.581 186 124 93 74 62 53 47 41 37 34 31 29 27 24 1/2 35.24 0.465 163 109 81 65 54 47 41 36 33 30 27 25 23 21 3/8 27.48 0.349 133 88 66 53 44 38 33 29 27 24 22 20 19 17 5/16 23.34 0.291 115 77 58 46 38 33 29 26 23 21 19 18 16 15 1/4 19.02 0.233 97 64 48 39 32 28 24 21 19 18 16 15 14 13 0.02 0.05 0.08 0.13 0.19 0.26 0.34 0.42 0.52 0.63 0.75 0.88 1.03 0.93

Fy=46

y x x

y

ERW

6X6

Inches 3/16 14.53 0.174 68 46 34 27 23 20 17 15 14 12 11 11 0.02 0.04 0.08 0.12 0.17 0.23 0.30 0.39 0.48 0.58 0.69 0.80 Inches 1/8 9.86 0.116 * 41 28 21 17 14 12 10 9.2 8.3 7.5 6.9 6.4 0.02 0.04 0.07 0.10 0.15 0.20 0.27 0.34 0.42 0.50 0.60 0.70 Inches

Span in Feet

­

9.8

­

0.93

­

5.9

­

0.81

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 128 18.4 103 16.1 77 13.1 64 11.4 51 9.54 38 7.42 26 4.51 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

44

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 3/8 5/16 1/4

Fy=46

y x x

y

ERW

5X5

5 1/2 X 5 1/2

Nominal Size 1/2 3/8 5/16

3/16 1/8 Wall Thickness 24.93 21.21 17.32 Inches 13.25 Inches 9.01 Inches Weight Per Foot 0.174 0.02 0.05 0.09 0.14 0.21 0.28 0.37 0.46 0.57 0.69 0.82 0.75 57 38 28 23 19 16 14 13 11 10 0.02 0.05 0.08 0.13 0.19 0.25 0.33 0.42 0.52 0.63 0.116 * 36 24 18 14 12 10 9.0 8.0 7.2 6.5 0.02 0.04 0.08 0.12 0.17 0.23 0.30 0.38 0.47 0.57

1/8 28.43 22.37 19.08 15.62 11.97 Inches 8.16 Inches 0.116 * 0.03 0.06 0.10 0.16 0.23 0.31 0.40 0.51 0.63 0.76 0.69 31 20 15 12 10 8.8 7.7 6.8 6.1 0.02 0.05 0.09 0.14 0.20 0.27 0.35 0.44 0.54

1/4

3/16

Design Wall Thickness 0.349 0.291 0.233 2 3 4 5 6 7 8 9 10 11 12 109 73 55 44 36 31 27 24 22 20 18 17 95 64 48 38 32 27 24 21 19 17 16 14 80 53 40 32 27 23 20 18 16 15 13 12

Design Wall Thickness 0.465 0.349 0.291 0.233 0.174 2 3 4 5 6 7 8 9 10 11 105 70 53 42 35 30 26 23 21 19 17 88 58 44 35 29 25 22 19 18 16 15 77 51 39 31 26 22 19 17 15 14 13 65 43 32 26 22 19 16 14 13 12 11 51 34 25 20 17 15 13 11 10 9.3 8.4

Span in Feet

Span in Feet

­

5.6

­

0.66

­

­

­

6.0

­

0.68

9.5 0.75

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 71 10.8 59 9.43 47 7.90 35 6.17 23 3.91 ** V, kips Sx, In.3 86 10.4 64 8.67 54 7.61 43 6.41 32 5.03 21 3.34 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

45

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 1/2 3/8 5/16

Fy=46

y x x

y

ERW

4X4

4 1/2 X 4 1/2

1/4 3/16

Nominal Size 1/2 3/8 5/16

1/8 Wall Thickness 25.03 19.82 16.96 13.91 10.70 Inches 7.31 Inches Weight Per Foot 0.116 * 0.03 0.06 0.11 0.17 0.25 0.34 0.45 0.57 0.70 0.63 26 17 13 10 8.6 7.4 6.4 5.7 0.03 0.06 0.10 0.16 0.23 0.31 0.40 0.51

1/4

3/16 9.42

21.63 17.27 14.83 12.21

1/8 Inches 6.46 0.116 0.03 0.07 0.13 0.20 0.28 0.38 0.50 0.64 0.58 20 13 10 8.1 6.7 5.8 5.1

Inches

Design Wall Thickness 0.465 0.349 0.291 0.233 0.174 2 3 4 5 6 7 8 9 10 81 54 41 32 27 23 20 18 16 15 69 46 34 27 23 20 17 15 14 12 61 40 30 24 20 17 15 13 12 11 51 34 26 21 17 15 13 11 10 9.3 41 27 20 16 14 12 10 9.0 8.1 7.4

Design Wall Thickness 0.465 0.349 0.291 0.233 0.174 2 3 4 5 6 7 8 9 60 40 30 24 20 17 15 13 12 52 35 26 21 17 15 13 12 10 46 31 23 18 15 13 12 10 9.3 39 26 20 16 13 11 9.9 8.8 8.0 31 21 16 13 10 9.0 7.8 7.0 6.3

0.03 0.06 0.11 0.18 0.26 0.35 0.46

Span in Feet

Span in Feet

­

4.5

­

0.58

­

5.2

­

0.63

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 77 8.02 58 6.78 48 5.99 39 5.08 29 4.01 19 2.80 ** V, kips Sx, In.3 68 5.95 51 5.13 43 4.57 34 3.90 26 3.10 17 2.20

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

* Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

46

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 1 2 3 4 5 6 7 8 3/8 14.72 0.349 75 37 25 19 15 12 11 9.4 8.5 5/16 12.70 0.291 68 34 23 17 14 11 9.7 8.5 7.7

Fy=46

y x x

y

ERW

3X3

3 1/2 X 3 1/2

1/4 10.51 0.233 58 29 19 15 12 9.7 8.3 7.3 6.6 3/16 8.15 0.174 45 23 16 12 9.4 7.8 6.7 5.8 5.3 1/8 5.61 0.116 30 17 11 8.4 6.7 5.6 4.8 4.2 3.8 0.01 0.04 0.08 0.14 0.22 0.32 0.44 0.57 0.52 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 1 2 3 4 5 6 7 3/8 12.17 0.349 51 25 17 13 10 8.5 7.3 6.6 5/16 10.58 0.291 47 23 16 12 9.3 7.8 6.7 6.0 1/4

3/16 6.87 0.174 33 17 11 8.3 6.6 5.5 4.7 4.3

1/8 4.75 0.116 24 12 8.0 6.0 4.8 4.0 3.4 3.1

8.81 0.233 41 20 14 10 8.1 6.8 5.8 5.3

Inches

0.01 0.04 0.09 0.17 0.26 0.38 0.51 0.47

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 45 3.70 37 3.34 30 2.88 22 2.31 15 1.66 V, kips Sx, In.3 39 2.51 32 2.30 26 2.01 19 1.64 13 1.19

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

47

Span in Feet

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/16 8.45

Fy=46

y x x

y

ERW

2X2

1/4 5.41 3/16 4.32 3.05 Inches 1/8

2 1/2 X 2 1/2

1/4 7.11 3/16 5.59 1/8

Nominal Size 1/4 6.26

2 1/4 X 2 1/4

3/16 4.96 1/8

Nominal Size

Wall Thickness 3.90 Inches Weight Per Foot

Wall Thickness 3.48 Inches Weight Per Foot

Design Wall Thickness 0.291 0.233 0.174 0.116 1 2 3 4 5 29 15 9.8 7.3 5.9 26 13 8.8 6.6 5.3 22 11 7.3 5.5 4.4 16 8.1 5.4 4.0 3.2 0.01 0.05 0.11 0.20 0.31 Span in Feet

Design Wall Thickness 0.233 0.174 0.116 1 2 3 4 5 20 10 6.7 5.1 4.0 3.7 17 8.6 5.7 4.3 3.4 3.1 13 6.4 4.3 3.2 2.6 2.3 0.01 0.06 0.13 0.22 0.35 0.32

Design Wall Thickness 0.233 0.174 0.116 1 2 3 4 15 7.5 5.0 3.8 13 6.5 4.3 3.2 9.8 4.9 3.3 2.5 0.02 0.06 0.14 0.25 Span in Feet V, kips Sx, In.3

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 27 1.45 21 1.30 16 1.08 11 0.798 V, kips Sx, In.3 19 1.00 14 0.847 9.6 0.633 17 13 8.5

Span in Feet

0.745 0.640 0.486

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

48

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot

Fy=46

y x x

y

ERW

1 1/4 X 1 1/4

3/16 1/8 Inches

1 3/4 X 1 3/4 Nominal Size

Wall Thickness Inches 3.68 Weight Per Foot 3/16

1 5/8 X 1 5/8

3/16 1/8

Nominal Size

1 1/2 X 1 1/2

3/16 1/8

Nominal Size

Wall Thickness Inches 3.36 2.42 Weight Per Foot

Wall Thickness Inches 3.04 2.20 Weight Per Foot

2.40 1.78

Design Wall Thickness 0.174 Span in Feet 1 2 3 4 9.4 4.7 3.1 2.3 2.1 0.02 0.07 0.16 0.29 0.26

Design Wall Thickness 0.174 0.116 1 2 3 7.8 3.9 2.6 6.1 3.1 2.0 0.02 0.08 0.17 Span in Feet

Design Wall Thickness 0.174 0.116 1 2 3 6.4 3.2 2.1 5.1 2.5 1.7 0.02 0.08 0.19 Span in Feet

Design Wall Thickness 0.174 0.116 Span in Feet 1 2 3.9 2.0 3.3 1.6 0.03 0.10

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 11 0.462 V, kips Sx, In.3 10 6.9 V, kips Sx, In.3 9.6 6.4 V, kips Sx, In.3 8.0 5.3

0.384 0.302

0.314 0.251

0.194 0.162

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

49

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 28 30 32 34 36 38 40 42 1/2 103.30 0.465 744 682 568 487 426 379 341 310 284 262 244 227 213 201 189 179 171 162 155 148 142 131 119 122 111 114 103 107 97 100 91 95 86 90 82 85 78 81 74 0.03 0.04 0.06 0.08 0.11 0.14 0.17 0.21 0.25 0.29 0.33 0.38 0.44 0.49 0.55 0.62 0.68 0.75 0.83 0.90 0.98 1.15 1.05 1.34 1.22 1.54 1.40 1.75 1.59 1.97 1.79 2.21 2.01 2.46 2.24 2.73 2.48 3.01 2.74 Inches

Fy=50

y x x

y

ERW

20 X 8

20 X 12

3/8 78.52 0.349 558 480 400 343 300 267 240 218 200 185 171 160 150 141 133 126 120 114 109 104 100 0.02 0.04 0.06 0.08 0.10 0.13 0.16 0.19 0.22 0.26 0.30 0.35 0.40 0.45 0.50 0.56 0.62 0.68 0.75 0.82 0.89 Inches 5/16 65.87 0.291 * 466 388 324 277 243 216 194 177 162 149 139 129 121 114 108 102 97 92 88 84 81 0.02 0.04 0.05 0.07 0.10 0.12 0.15 0.18 0.21 0.25 0.29 0.34 0.38 0.43 0.48 0.54 0.60 0.66 0.72 0.79 0.86 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 Span in Feet 22 24 26 28 30 32 34 36 38 40 42 5/8 110.36 0.581 792 634 528 453 396 352 317 288 264 244 226 211 198 186 169 176 160 158 144 144 131 132 120 122 111 113 103 106 96 99 90 93 85 88 80 83 76 79 72 75 69 1/2 89.68 0.465 655 524 436 374 327 291 262 238 218 201 187 175 164 154 140 145 132 131 119 119 108 109 99 101 92 94 85 87 79 82 74 77 70 73 66 69 63 65 60 62 57

3/8 68.31 0.349 509 407 340 291 255 226 204 185 170 157 146 136 127 120 109 113 103 102 93 93 84 85 77 78 71 73 66 68 62 64 58 60 54 57 51 54 49 51 46 49 44

5/16 57.36 0.291 432 346 288 247 216 192 173 157 144 133 124 115 108 102 92 96 87 86 79 79 71 72 66 67 60 62 56 58 52 54 49 51 46 48 44 46 41 43 39 41 37

Inches

­

92

­

1.05

­

75

­

1.01

­

86

­

1.22

­

69

­

1.17

­

80

­

1.40

­

65

­

1.34

­

75

­

1.59

­

61

­

1.53

­

71

­

1.79

­

57

­

1.72

­

67

­

2.01

­

54

­

1.93

­

63

­

2.24

­

51

­

2.15

­

60

­

2.48

­

49

­

2.39

­

57

­

2.74

­

46

­

2.63

0.03 0.04 0.06 0.08 0.11 0.14 0.17 0.21 0.25 0.29 0.33 0.38 0.44 0.49 0.45 0.55 0.50 0.68 0.62 0.83 0.75 0.98 0.89 1.15 1.05 1.34 1.22 1.54 1.40 1.75 1.59 1.97 1.79 2.21 2.01 2.46 2.24 2.73 2.48 3.01 2.74

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 372 155 279 120 233 97.1 ** V, kips Sx, In.3 465 144 372 119 279 92.6 233 78.6

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

50

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 Span in Feet 15 16 18 20 22 24 26 28 30 34 38 42 1/2 76.07 0.465 461 369 307 263 230 205 186 184 168 168 152 154 140 142 129 132 120 123 112 115 105 102 93 92 84 84 76 77 70 71 64 66 60 61 56 54 49 49 44 44 40 3/8 58.10 0.349 361 289 241 206 181 161 146 145 131 131 119 120 110 111 101 103 94 96 88 90 82 80 73 72 66 66 60 60 55 56 51 52 47 48 44 43 39 38 35 34 31

Fy=50

y x x

y

ERW

18 X 6

20 X 4

5/16 48.86 0.291 308 246 205 176 154 137 124 123 112 112 102 103 93 95 86 88 80 82 75 77 70 68 62 62 56 56 51 51 47 47 43 44 40 41 37 36 33 32 29 29 27 0.03 0.04 0.06 0.08 0.11 0.14 0.13 0.17 0.16 0.21 0.19 0.25 0.22 0.29 0.26 0.33 0.30 0.38 0.35 0.44 0.40 0.55 0.50 0.68 0.62 0.83 0.75 0.98 0.89 1.15 1.05 1.34 1.22 1.54 1.40 1.97 1.79 2.46 2.24 3.01 2.74 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Span in Feet 18 20 22 24 26 28 30 32 34 36 38 5/8 93.34 0.581 567 453 378 324 283 252 227 206 189 174 158 162 147 151 137 142 129 133 121 126 114 113 103 103 94 94 86 87 79 81 74 76 69 71 64 67 61 63 57 60 54 1/2 76.07 0.465 471 377 314 269 235 209 188 171 157 145 132 135 122 126 114 118 107 111 101 105 95 94 86 86 78 78 71 72 66 67 61 63 57 59 54 55 50 52 48 50 45 3/8

5/16 48.86 0.291 314 251 209 179 157 139 125 114 105 96 88 90 81 84 76 78 71 74 67 70 63 63 57 57 52 52 48 48 44 45 41 42 38 39 36 37 34 35 32 33 30

1/4 39.43 0.233 256 205 171 146 128 114 102 93 85 79 72 73 66 68 62 64 58 60 55 57 52 51 47 47 42 43 39 39 36 37 33 34 31 32 29 30 27 28 26 27 24

58.10 0.349 368 294 245 210 184 164 147 134 123 113 103 105 96 98 89 92 84 87 79 82 74 74 67 67 61 61 56 57 51 53 48 49 45 46 42 43 39 41 37 39 35

Inches

0.03 0.05 0.07 0.09 0.12 0.15 0.19 0.23 0.27 0.32 0.29 0.37 0.34 0.43 0.39 0.49 0.44 0.55 0.50 0.61 0.56 0.76 0.69 0.92 0.83 1.09 0.99 1.28 1.17 1.49 1.35 1.71 1.55 1.94 1.77 2.19 1.99 2.46 2.23 2.74 2.49

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 372 83.8 279 65.7 233 56.0 V, kips Sx, In.3 418 103 335 85.6 251 66.9 210 57.0 168 46.5

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

51

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 32 34 1/2 89.68 0.465 595 497 414 355 311 276 249 226 207 191 178 166 155 146 138 131 124 118 113 108 104 99 90 96 87 92 84 89 81 83 75 78 71 73 66 0.03 0.05 0.08 0.10 0.14 0.17 0.21 0.26 0.31 0.36 0.42 0.48 0.55 0.62 0.69 0.77 0.85 0.94 1.03 1.13 1.23 1.33 1.21 1.44 1.31 1.56 1.41 1.67 1.52 1.92 1.75 2.18 1.99 2.47 2.24 Inches

Fy=50

y x x

y

ERW

16 X 8

16 X 12

3/8 68.31 0.349 439 351 292 251 219 195 175 159 146 135 125 117 110 103 97 92 88 84 80 76 73 0.03 0.05 0.07 0.10 0.12 0.16 0.19 0.23 0.28 0.33 0.38 0.44 0.50 0.56 0.63 0.70 0.78 0.86 0.94 1.03 1.12 Inches 5/16 57.36 0.291 * 356 284 237 203 178 158 142 129 119 109 102 95 89 84 79 75 71 68 65 62 59 0.03 0.05 0.07 0.09 0.12 0.15 0.19 0.22 0.27 0.31 0.36 0.42 0.47 0.54 0.60 0.67 0.74 0.82 0.90 0.98 1.07 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Span in Feet 20 21 22 23 24 26 28 30 32 34 5/8 93.34 0.581 561 449 374 321 281 249 224 204 187 173 160 150 140 132 120 125 113 118 107 112 102 107 97 102 93 98 89 94 85 86 78 80 73 75 68 70 64 66 60 1/2 76.07 0.465 467 374 311 267 233 208 187 170 156 144 133 125 117 110 100 104 94 98 89 93 85 89 81 85 77 81 74 78 71 72 65 67 61 62 57 58 53 55 50

3/8 58.10 0.349 365 292 243 208 182 162 146 133 122 112 104 97 91 86 78 81 74 77 70 73 66 69 63 66 60 63 58 61 55 56 51 52 47 49 44 46 41 43 39

5/16 48.86 0.291 310 248 207 177 155 138 124 113 103 95 89 83 78 73 66 69 63 65 59 62 56 59 54 56 51 54 49 52 47 48 43 44 40 41 38 39 35 36 33

Inches

­

70

­

1.21

­

57

­

1.16

­

67

­

1.31

­

55

­

1.25

­

65

­

1.41

­

53

­

1.35

­

63

­

1.52

­

51

­

1.45

­

58

­

1.75

­

47

­

1.67

­

55

­

1.99

­

44

­

1.90

­

52

­

2.24

­

42

­

2.14

0.03 0.05 0.08 0.10 0.14 0.17 0.21 0.26 0.31 0.36 0.42 0.48 0.55 0.62 0.56 0.69 0.63 0.77 0.70 0.85 0.78 0.94 0.86 1.03 0.94 1.13 1.03 1.23 1.12 1.44 1.31 1.67 1.52 1.92 1.75 2.18 1.99 2.47 2.24

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 298 113 223 87.7 186 71.1 ** V, kips Sx, In.3 372 102 298 84.9 223 66.3 186 56.4

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

52

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 Span in Feet 15 16 17 18 19 20 22 24 26 30 34 1/2 62.46 0.465 313 250 209 179 156 139 126 125 114 114 103 104 95 96 88 89 81 83 76 78 71 74 67 70 63 66 60 63 57 57 52 52 47 48 44 42 38 37 33

Fy=50

y x x

y

ERW

16 X 4

3/8 47.90 0.349 248 198 165 141 124 110 100 99 90 90 82 83 75 76 69 71 64 66 60 62 56 58 53 55 50 52 47 50 45 45 41 41 38 38 35 33 30 29 26 5/16 40.35 0.291 212 169 141 121 106 94 86 85 77 77 70 71 64 65 59 61 55 56 51 53 48 50 45 47 43 45 41 42 39 39 35 35 32 33 30 28 26 25 23 0.03 0.05 0.08 0.10 0.14 0.17 0.16 0.21 0.19 0.26 0.23 0.31 0.28 0.36 0.33 0.42 0.38 0.48 0.44 0.55 0.50 0.62 0.56 0.69 0.63 0.77 0.70 0.85 0.78 1.03 0.94 1.23 1.12 1.44 1.31 1.92 1.75 2.47 2.24 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 5/8 93.34 0.581 540 432 360 309 270 240 216 196 180 166 154 144 135 127 120 114 108 103 94 98 89 94 85 90 82 86 79 83 76 80 73 77 70 74 68 72 65 1/2 76.07 0.465 450 360 300 257 225 200 180 164 150 138 129 120 112 106 100 95 90 86 78 82 74 78 71 75 68 72 65 69 63 67 61 64 58 62 56 60 55 3/8 58.10 0.349 351 281 234 201 176 156 141 128 117 108 100 94 88 83 78 74 70 67 61 64 58 61 56 59 53 56 51 54 49 52 47 50 46 48 44 47 43

14 X 10

Inches 5/16 48.86 0.291 0.04 0.06 0.09 0.12 0.16 0.20 0.24 0.30 0.35 0.41 0.48 0.55 0.62 0.70 0.79 0.88 0.98 1.08 0.98 1.18 1.07 1.29 1.17 1.40 1.28 1.52 1.39 1.65 1.50 1.78 1.62 1.91 1.74 2.05 1.86 2.19 2.00 272 217 181 155 136 121 109 99 91 84 78 72 68 64 60 57 54 0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.27 0.32 0.37 0.43 0.50 0.57 0.64 0.72 0.80 0.89 Inches 1/4 39.43 0.233 * 209 167 139 119 105 93 84 76 70 64 60 56 52 49 46 44 42 0.03 0.05 0.08 0.10 0.13 0.17 0.21 0.25 0.30 0.35 0.41 0.47 0.54 0.60 0.68 0.76 0.84 Inches

Span in Feet

­

52

­

0.98

­

40

­

0.92

­

49

­

1.07

­

38

­

1.01

­

47

­

1.17

­

36

­

1.11

­

45

­

1.28

­

35

­

1.21

­

43

­

1.39

­

33

­

1.31

­

42

­

1.50

­

32

­

1.41

­

40

­

1.62

­

31

­

1.53

­

39

­

1.74

­

30

­

1.64

­

37

­

1.86

­

29

­

1.76

­

36

­

2.00

­

28

­

1.88

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 298 56.9 223 45.0 186 38.5 V, kips Sx, In.3 325 98.2 260 81.8 195 63.9 163 54.3 130 41.8 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

53

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 76.33 1/2 62.46 0.465 316 253 210 180 158 140 126 115 105 97 88 90 82 84 77 79 72 74 68 70 64 66 60 63 57 57 52 53 48 49 44 45 41 42 38 3/8

Fy=50

y x x

y

ERW

14 X 4

14 X 6

5/16 1/4

Nominal Size 5/8 67.82 1/2 3/8

47.90 40.35 0.349 0.291 249 199 166 142 125 111 100 91 83 77 70 71 65 66 60 62 57 59 53 55 50 52 48 50 45 45 41 42 38 38 35 36 32 33 30 213 170 142 122 106 95 85 77 71 65 60 61 55 57 52 53 48 50 46 47 43 45 41 43 39 39 35 35 32 33 30 30 28 28 26

Wall Thickness 3/16 32.63 Inches 24.73 Inches Weight Per Foot 0.233 174 139 116 100 87 77 70 63 58 54 49 50 45 46 42 44 40 41 37 39 35 37 33 35 32 32 29 29 26 27 24 25 23 23 21 0.04 0.06 0.09 0.12 0.16 0.20 0.24 0.30 0.35 0.41 0.37 0.48 0.43 0.55 0.50 0.62 0.57 0.70 0.64 0.79 0.72 0.88 0.80 0.98 0.89 1.18 1.07 1.40 1.28 1.65 1.50 1.91 1.74 2.19 2.00 0.174 122 97 81 69 61 54 49 44 41 0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.27 0.32

5/16

1/4

55.66 42.79 36.10 29.23 0.465 0.349 0.291 0.233 249 199 166 142 125 111 101 100 91 91 82 83 76 77 70 71 65 66 60 62 57 59 53 55 50 52 48 50 45 45 41 42 38 38 35 36 32 33 30 198 158 132 113 99 88 80 79 72 72 65 66 60 61 55 57 51 53 48 50 45 47 42 44 40 42 38 40 36 36 33 33 30 30 28 28 26 26 24 170 136 113 97 85 76 69 68 62 62 56 57 52 52 48 49 44 45 41 42 39 40 36 38 34 36 33 34 31 31 28 28 26 26 24 24 22 23 21 140 112 93 80 70 62 56 56 51 51 46 47 42 43 39 40 36 37 34 35 32 33 30 31 28 29 27 28 25 25 23 23 21 21 20 20 18 19 17

22.18 Inches 0.174 107 86 72 61 54 48 43 43 39 39 35 36 33 33 30 31 28 29 26 27 24 25 23 24 22 23 21 21 20 20 18 18 16 17 15 15 14 14 13 0.04 0.06 0.09 0.12 0.16 0.20 0.18 0.24 0.22 0.30 0.27 0.35 0.32 0.41 0.37 0.48 0.43 0.55 0.50 0.62 0.57 0.70 0.64 0.79 0.72 0.88 0.80 0.98 0.89 1.18 1.07 1.40 1.28 1.65 1.50 1.91 1.74 2.19 2.00

3/16

Design Wall Thickness 0.581 4 5 6 7 8 9 10 11 12 13 14 15 Span in Feet 16 17 18 19 20 22 24 26 28 30 375 300 250 214 188 167 150 136 125 115 105 107 97 100 91 94 85 88 80 83 76 79 72 75 68 68 62 63 57 58 52 54 49 50 45

Design Wall Thickness 0.581 4 5 6 7 8 9 10 11 12 13 14 Span in Feet 15 16 17 18 19 20 22 24 26 28 30 293 235 195 168 147 130 118 117 107 107 97 98 89 90 82 84 76 78 71 73 67 69 63 65 59 62 56 59 53 53 48 49 44 45 41 42 38 39 36

­

37

­

0.37

­

35

­

0.43

­

32

­

0.50

­

30

­

0.57

­

29

­

0.64

­

27

­

0.72

­

26

­

0.80

­

24

­

0.89

­

22

­

1.07

­

20

­

1.28

­

19

­

1.50

­

17

­

1.74

­

16

­

2.00

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 325 68.2 260 57.4 195 45.3 163 38.7 130 31.7 97 24.3 V, kips Sx, In.3 325 53.3 260 45.3 195 36.0 163 30.9 130 25.4 97 19.5

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

54

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1/2 69.27 0.465 362 290 242 207 181 161 145 132 121 112 104 97 91 85 81 76 72 69 63 66 60 63 57 60 55 58 53 3/8 53.00 0.349 284 227 189 162 142 126 114 103 95 87 81 76 71 67 63 60 57 54 49 52 47 49 45 47 43 45 41 0.05 0.07 0.10 0.14 0.18 0.23 0.28 0.34 0.41 0.48 0.56 0.64 0.73 0.82 0.92 1.03 1.14 1.25 1.14 1.38 1.25 1.50 1.37 1.64 1.49 1.78 1.62 Inches

Fy=50

y x x

y

ERW

12 X 10

5/16 44.60 0.291 220 176 147 126 110 98 88 80 73 68 63 59 55 52 49 46 44 0.04 0.06 0.09 0.13 0.17 0.21 0.26 0.31 0.37 0.44 0.51 0.58 0.66 0.75 0.84 0.93 1.03 Inches 1/4 36.03 0.233 * 169 135 113 97 85 75 68 61 56 52 48 45 42 40 38 36 34 0.04 0.06 0.09 0.12 0.16 0.20 0.24 0.29 0.35 0.41 0.48 0.55 0.62 0.70 0.79 0.88 0.97 Inches

Span in Feet

­

42

­

1.14

­

32

­

1.07

­

40

­

1.25

­

31

­

1.18

­

38

­

1.37

­

29

­

1.28

­

37

­

1.49

­

28

­

1.40

­

35

­

1.62

­

27

­

1.52

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 223 65.9 168 51.6 140 44.0 112 33.8 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

55

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 Span in Feet 17 18 19 20 21 22 23 24 25 5/8 76.33 0.581 364 291 242 208 182 162 145 132 121 112 104 97 91 86 78 81 73 77 70 73 66 69 63 66 60 63 57 61 55 58 53 1/2 62.46 0.465 305 244 204 174 153 136 122 111 102 94 87 81 76 72 65 68 62 64 58 61 56 58 53 56 50 53 48 51 46 49 44 3/8 47.90 0.349 240 192 160 137 120 107 96 87 80 74 69 64 60 57 51 53 49 51 46 48 44 46 42 44 40 42 38 40 36 38 35 5/16 40.35 0.291 206 165 137 118 103 91 82 75 69 63 59 55 51 48 44 46 42 43 39 41 37 39 36 37 34 36 33 34 31 33 30 0.05 0.07 0.10 0.14 0.18 0.23 0.28 0.34 0.41 0.48 0.56 0.64 0.73 0.82 0.75 0.92 0.84 1.03 0.93 1.14 1.03 1.25 1.14 1.38 1.25 1.50 1.37 1.64 1.49 1.78 1.62

Fy=50

y x x

y

ERW

12 X 8

Inches 1/4 32.63 0.233 153 122 102 87 77 68 61 56 51 47 44 41 38 0.04 0.06 0.09 0.13 0.17 0.21 0.26 0.31 0.37 0.44 0.51 0.58 0.66 Inches 3/16 24.73 0.174 * 108 86 72 61 54 48 43 39 36 33 31 29 27 0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.29 0.34 0.40 0.47 0.54 0.61 Inches

­

36

­

0.75

­

25

­

0.69

­

34

­

0.84

­

24

­

0.77

­

32

­

0.93

­

23

­

0.86

­

31

­

1.03

­

22

­

0.95

­

29

­

1.14

­

20

­

1.05

­

28

­

1.25

­

20

­

1.15

­

27

­

1.37

­

19

­

1.26

­

26

­

1.49

­

18

­

1.37

­

24

­

1.62

­

17

­

1.49

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 279 66.1 223 55.5 168 43.7 140 37.4 112 30.6 84 21.5 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

56

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 1/2 3/8

Fy=50

y x x

y

ERW

12 X 4

12 X 6

5/16 1/4

Nominal Size 5/8 1/2 3/8

Wall Thickness 3/16 67.82 55.66 42.79 36.10 29.23 Inches 22.18 Inches Weight Per Foot 0.174 0.05 0.07 0.10 0.14 0.18 0.23 0.28 0.34 0.41 0.48 0.44 0.56 0.51 0.64 0.58 0.73 0.66 0.82 0.75 0.92 0.84 1.03 0.93 1.14 1.03 1.25 1.14 1.38 1.25 1.50 1.37 1.64 1.49 1.78 1.62 97 78 65 55 49 43 39 35 32 0.04 0.06 0.09 0.13 0.17 0.21 0.26 0.31 0.37

59.32 48.85 37.69

31.84 25.82 19.63 Inches 0.291 0.233 0.174 132 106 88 75 66 59 53 53 48 48 44 44 40 41 37 38 34 35 32 33 30 31 28 29 27 28 25 26 24 25 23 24 22 23 21 22 20 21 19 109 88 73 63 55 49 44 44 40 40 36 36 33 34 31 31 28 29 27 27 25 26 23 24 22 23 21 22 20 21 19 20 18 19 17 18 17 18 16 84 67 56 48 42 37 34 34 31 31 28 28 26 26 24 24 22 22 20 21 19 20 18 19 17 18 16 17 15 16 15 15 14 15 13 14 13 13 12 0.05 0.07 0.10 0.14 0.18 0.23 0.21 0.28 0.26 0.34 0.31 0.41 0.37 0.48 0.44 0.56 0.51 0.64 0.58 0.73 0.66 0.82 0.75 0.92 0.84 1.03 0.93 1.14 1.03 1.25 1.14 1.38 1.25 1.50 1.37 1.64 1.49 1.78 1.62

5/16

1/4

3/16

Design Wall Thickness 0.581 0.465 0.349 0.291 0.233 4 5 6 7 8 9 10 11 12 13 14 15 Span in Feet 16 17 18 19 20 21 22 23 24 25 294 235 196 168 147 131 117 107 98 90 82 84 76 78 71 73 67 69 63 65 59 62 56 59 53 56 51 53 49 51 46 49 45 47 43 249 199 166 142 124 110 99 90 83 76 70 71 65 66 60 62 57 58 53 55 50 52 48 50 45 47 43 45 41 43 39 41 38 40 36 197 158 131 113 98 88 79 72 66 61 55 56 51 53 48 49 45 46 42 44 40 41 38 39 36 38 34 36 33 34 31 33 30 32 29 169 135 113 96 84 75 68 61 56 52 47 48 44 45 41 42 38 40 36 38 34 36 32 34 31 32 29 31 28 29 27 28 26 27 25 139 111 92 79 69 62 55 50 46 43 39 40 36 37 34 35 32 33 30 31 28 29 27 28 25 26 24 25 23 24 22 23 21 22 20

Design Wall Thickness 0.581 0.465 0.349 4 5 6 7 8 9 10 11 12 13 14 Span in Feet 15 16 17 18 19 20 21 22 23 24 25 224 180 150 128 112 100 91 90 82 82 74 75 68 69 63 64 58 60 54 56 51 53 48 50 45 47 43 45 41 43 39 41 37 39 35 37 34 36 33 192 154 128 110 96 85 78 77 70 70 63 64 58 59 54 55 50 51 47 48 44 45 41 43 39 40 37 38 35 37 33 35 32 33 30 32 29 31 28 154 123 103 88 77 68 62 62 56 56 51 51 47 47 43 44 40 41 37 39 35 36 33 34 31 32 29 31 28 29 27 28 25 27 24 26 23 25 22

­

30

­

0.44

­

28

­

0.51

­

26

­

0.58

­

24

­

0.66

­

23

­

0.75

­

22

­

0.84

­

20

­

0.93

­

19

­

1.03

­

18

­

1.14

­

18

­

1.25

­

17

­

1.37

­

16

­

1.49

­

16

­

1.62

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 279 53.4 223 45.2 168 35.8 140 30.7 112 25.2 84 19.4 V, kips Sx, In.3 279 40.8 223 34.9 168 28.0 140 24.0 112 19.9 84 15.3

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

57

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 3/8 36.41

Fy=50

y x x

y

ERW

12 X 2

1/4 22.42 3/16 17.08 0.174 62 49 45 41 37 35 32 31 28 27 25 25 22 22 20 21 19 19 17 18 16 16 15 15 14 14 13 14 12 13 12 12 11 12 11 11 10 11 9.7 9.9 9.0 0.05 0.07 0.06 0.10 0.09 0.14 0.13 0.18 0.17 0.23 0.21 0.28 0.26 0.34 0.31 0.41 0.37 0.48 0.44 0.56 0.51 0.64 0.58 0.73 0.66 0.82 0.75 0.92 0.84 1.03 0.93 1.14 1.03 1.25 1.14 1.38 1.25 1.50 1.37 1.78 1.62 Inches

12 X 3 1/2

5/16 30.78 0.291 123 99 82 70 62 56 55 50 49 45 45 41 41 37 38 34 35 32 33 30 31 28 29 26 27 25 26 24 25 22 23 21 22 20 21 19 21 19 20 18 0.05 0.07 0.10 0.14 0.18 0.17 0.23 0.21 0.28 0.26 0.34 0.31 0.41 0.37 0.48 0.44 0.56 0.51 0.64 0.58 0.73 0.66 0.82 0.75 0.92 0.84 1.03 0.93 1.14 1.03 1.25 1.14 1.38 1.25 1.50 1.37 1.64 1.49 1.78 1.62 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 Span in Feet 15 16 17 18 19 20 21 22 23 24 25 5/16 29.72 0.291 114 91 76 65 59 57 52 51 46 46 41 41 38 38 35 35 32 33 30 30 28 28 26 27 24 25 23 24 22 23 21 22 20 21 19 20 18 19 17 18 17

12 X 3

1/4 24.12 0.233 95 76 63 54 49 47 43 42 38 38 34 34 31 32 29 29 26 27 25 25 23 24 22 22 20 21 19 20 18 19 17 18 16 17 16 16 15 16 14 15 14 3/16 18.35 0.174 73 59 49 42 38 37 33 33 30 29 27 27 24 24 22 23 20 21 19 20 18 18 17 17 16 16 15 15 14 15 13 14 13 13 12 13 12 12 11 12 11 0.05 0.07 0.10 0.14 0.13 0.18 0.17 0.23 0.21 0.28 0.26 0.34 0.31 0.41 0.37 0.48 0.44 0.56 0.51 0.64 0.58 0.73 0.66 0.82 0.75 0.92 0.84 1.03 0.93 1.14 1.03 1.25 1.14 1.38 1.25 1.50 1.37 1.64 1.49 1.78 1.62 Inches

Nominal Size Wall Thickness Weight Per Foot

Design Wall Thickness 0.349 4 5 6 7 8 9 10 11 12 13 14 Span in Feet 15 16 17 18 19 20 21 22 23 24 25 143 114 95 82 72 65 64 58 57 52 52 47 48 43 44 40 41 37 38 35 36 33 34 31 32 29 30 27 29 26 27 25 26 24 25 23 24 22 23 21

Design Wall Thickness 0.233 4 5 6 7 8 9 10 11 12 13 Span in Feet 14 15 16 17 18 19 20 21 22 23 25 80 64 58 53 48 46 41 40 36 35 32 32 29 29 26 27 24 25 22 23 21 21 19 20 18 19 17 18 16 17 15 16 15 15 14 15 13 14 13 13 12

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 168 26.0 140 22.4 V, kips Sx, In.3 140 20.7 112 17.2 84 13.3 V, kips Sx, In.3 112 14.5 84 11.2

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

58

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 1/2 3/8 5/16

Fy=50

y x x

y

ERW

10 X 6

10 X 8

Nominal Size 5/8 1/2 3/8

Wall Thickness 1/4 3/6 55.66 42.79 36.10 Inches 29.23 Inches 22.18 Inches Weight Per Foot 0.233 0.01 0.03 0.05 0.09 0.12 0.17 0.22 0.28 0.34 0.41 0.49 0.58 0.67 0.77 0.87 0.99 0.90 1.11 1.01 1.23 1.12 1.37 1.24 1.51 1.37 186 159 119 95 79 68 60 53 48 43 40 37 34 32 30 0.01 0.03 0.05 0.08 0.11 0.15 0.20 0.25 0.31 0.38 0.45 0.52 0.61 0.70 0.79 0.174 * 139 111 84 67 56 48 42 37 33 30 28 26 24 22 21 0.01 0.03 0.05 0.07 0.10 0.14 0.18 0.23 0.28 0.34 0.41 0.48 0.56 0.64 0.73

3/16 59.32 48.85 37.69 31.84 25.82 Inches 19.63 Inches 0.174 0.01 0.03 0.05 0.09 0.12 0.17 0.22 0.28 0.34 0.41 0.49 0.58 0.52 0.67 0.61 0.77 0.70 0.87 0.79 0.99 0.90 1.11 1.01 1.23 1.12 1.37 1.24 1.51 1.37 139 99 75 60 50 43 37 33 30 27 25 0.01 0.03 0.05 0.08 0.11 0.15 0.20 0.25 0.31 0.38 0.45

5/16

1/4

Design Wall Thickness 0.465 0.349 0.291 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 372 313 235 188 157 134 117 104 94 85 78 72 67 63 59 55 50 52 47 49 45 47 43 45 41 279 249 186 149 124 107 93 83 75 68 62 57 53 50 47 44 40 41 38 39 36 37 34 36 32 233 213 160 128 106 91 80 71 64 58 53 49 46 43 40 38 34 35 32 34 31 32 29 30 28

Design Wall Thickness 0.581 0.465 0.349 0.291 0.233 2 3 4 5 6 7 8 9 10 11 12 13 Span in Feet 14 15 16 17 18 19 20 21 442 295 221 177 147 126 111 98 88 80 74 68 62 63 57 59 54 55 50 52 47 49 45 47 42 44 40 42 38 372 252 189 151 126 108 94 84 75 69 63 58 53 54 49 50 46 47 43 44 40 42 38 40 36 38 34 36 33 279 200 150 120 100 86 75 67 60 55 50 46 42 43 39 40 36 38 34 35 32 33 30 32 29 30 27 29 26 233 172 129 103 86 74 65 57 52 47 43 40 36 37 34 34 31 32 29 30 28 29 26 27 25 26 24 25 22 186 142 107 85 71 61 53 47 43 39 36 33 30 30 28 28 26 27 24 25 23 24 22 22 20 21 19 20 18

Span in Feet

­

23

­

0.52

­

21

­

0.61

­

28

­

0.90

­

20

­

0.82

­

20

­

0.70

­

26

­

1.01

­

19

­

0.92

­

19

­

0.79

­

25

­

1.12

­

18

­

1.02

­

18

­

0.90

­

24

­

1.24

­

17

­

1.13

­

17

­

1.01

­

23

­

1.37

­

16

­

1.25

­

16

­

1.12

­

15

­

1.24

­

14

­

1.37

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 186 42.7 140 33.9 116 29.0 93 23.8 70 16.7 ** V, kips Sx, In.3 232 40.2 186 34.3 140 27.3 116 23.5 93 19.4 70 14.9

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

59

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 Span in Feet 13 14 15 16 17 18 19 20 21 3/8 35.13 0.349 265 177 133 106 88 76 66 59 53 48 44 44 40 41 37 38 34 35 32 33 30 31 28 29 27 28 25 27 24 25 23 5/16 29.72 0.291 229 153 114 92 76 65 57 51 46 42 38 38 35 35 32 33 30 31 28 29 26 27 24 25 23 24 22 23 21 22 20

Fy=50

y x x

y

ERW

10 X 4

10 X 5

1/4 24.12 0.233 186 126 95 76 63 54 47 42 38 34 31 32 29 29 26 27 25 25 23 24 22 22 20 21 19 20 18 19 17 18 16 3/16 18.35 0.174 139 97 73 58 48 41 36 32 29 26 24 24 22 22 20 21 19 19 18 18 17 17 16 16 15 15 14 15 13 14 13 0.01 0.03 0.05 0.09 0.12 0.17 0.22 0.28 0.34 0.41 0.38 0.49 0.45 0.58 0.52 0.67 0.61 0.77 0.70 0.87 0.79 0.99 0.90 1.11 1.01 1.23 1.12 1.37 1.24 1.51 1.37

Nominal Size Wall Thickness Inches Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 Span in Feet 13 14 15 16 17 18 19 20 21 5/8 50.81 0.581 329 219 164 132 110 94 82 73 66 66 60 60 54 55 50 51 46 47 43 44 40 41 37 39 35 37 33 35 31 33 30 31 28 1/2 42.05 0.465 284 189 142 114 95 81 71 63 57 57 52 52 47 47 43 44 40 41 37 38 34 35 32 33 30 32 29 30 27 28 26 27 25 3/8 32.58 0.349 229 153 114 92 76 65 57 51 46 46 42 42 38 38 35 35 32 33 30 31 28 29 26 27 24 25 23 24 22 23 21 22 20

5/16 27.59 0.291 198 132 99 79 66 57 50 44 40 40 36 36 33 33 30 30 28 28 26 26 24 25 23 23 21 22 20 21 19 20 18 19 17

1/4 22.42 0.233 164 109 82 66 55 47 41 36 33 33 30 30 27 27 25 25 23 23 21 22 20 20 19 19 18 18 17 17 16 16 15 16 14

3/16 17.08 0.174 128 85 64 51 43 36 32 28 26 26 23 23 21 21 19 20 18 18 17 17 15 16 15 15 14 14 13 13 12 13 12 12 11

Inches

0.01 0.03 0.05 0.09 0.12 0.17 0.22 0.28 0.25 0.34 0.31 0.41 0.38 0.49 0.45 0.58 0.52 0.67 0.61 0.77 0.70 0.87 0.79 0.99 0.90 1.11 1.01 1.23 1.12 1.37 1.24 1.51 1.37

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 140 24.1 116 20.8 93 17.2 70 13.2 V, kips Sx, In.3 232 29.9 186 25.8 140 20.8 116 18.0 93 14.9 70 11.6

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

60

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot

Fy=50

y x x

y

ERW

10 X 2

3/8 5/16 19.02 14.53 Inches 0.233 0.174 116 77 58 46 42 39 35 33 30 29 26 26 23 23 21 21 19 19 18 18 16 17 15 15 14 14 13 14 12 13 12 12 11 12 11 11 10 90 60 45 36 33 30 27 26 23 23 20 20 18 18 16 16 15 15 14 14 13 13 12 12 11 11 10 11 9.6 10 9.1 9.5 8.6 9.0 8.2 8.6 7.8 0.01 0.03 0.05 0.09 0.08 0.12 0.11 0.17 0.15 0.22 0.20 0.28 0.25 0.34 0.31 0.41 0.38 0.49 0.45 0.58 0.52 0.67 0.61 0.77 0.70 0.87 0.79 0.99 0.90 1.11 1.01 1.23 1.12 1.37 1.24 1.51 1.37 1/4 3/16

10 X 3 1/2 Nominal Size

Wall Thickness Inches Weight Per Foot 16.44 3/16 3/8 5/16

10 X 3

1/4 3/16 1/8

Nominal Size Wall Thickness

30.03 25.46 20.72 15.80 10.71 Inches Weight Per Foot

27.48 23.34

Design Wall Thickness 0.174 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 118 78 59 47 39 34 29 27 26 24 24 21 21 19 20 18 18 16 17 15 16 14 15 13 14 13 13 12 12 11 12 11 11 10 0.01 0.03 0.05 0.09 0.12 0.17 0.22 0.20 0.28 0.25 0.34 0.31 0.41 0.38 0.49 0.45 0.58 0.52 0.67 0.61 0.77 0.70 0.87 0.79 0.99 0.90 1.11 1.01 1.23 1.12 1.37 1.24 1.51 1.37

Design Wall Thickness 0.349 0.291 0.233 0.174 0.116 2 3 4 5 6 7 8 9 10 11 Span in Feet 12 13 14 15 16 17 18 19 20 21 194 129 97 77 65 55 50 48 44 43 39 39 35 35 32 32 29 30 27 28 25 26 23 24 22 23 21 22 20 20 19 19 18 18 17 168 112 84 67 56 48 44 42 38 37 34 34 31 31 28 28 26 26 24 24 22 22 20 21 19 20 18 19 17 18 16 17 15 16 15 140 93 70 56 47 40 36 35 32 31 28 28 25 25 23 23 21 21 20 20 18 19 17 17 16 16 15 16 14 15 13 14 13 13 12 109 72 54 43 36 31 28 27 25 24 22 22 20 20 18 18 16 17 15 16 14 14 13 14 12 13 12 12 11 11 10 11 9.9 10 9.4 75 50 38 30 25 21 20 19 17 17 15 15 14 14 12 13 11 12 11 11 9.8 10 9.1 9.4 8.5 8.8 8.0 8.3 7.6 7.9 7.2 7.5 6.8 7.2 6.5 0.01 0.03 0.05 0.09 0.12 0.17 0.15 0.22 0.20 0.28 0.25 0.34 0.31 0.41 0.38 0.49 0.45 0.58 0.52 0.67 0.61 0.77 0.70 0.87 0.79 0.99 0.90 1.11 1.01 1.23 1.12 1.37 1.24 1.51 1.37

Design Wall Thickness 0.349 0.291 2 3 4 5 6 7 8 9 10 11 Span in Feet 12 13 14 15 16 17 18 19 20 21 157 105 79 63 57 52 48 45 41 39 36 35 32 31 29 29 26 26 24 24 22 22 20 21 19 20 18 19 17 17 16 17 15 16 14 15 14 138 92 69 55 50 46 42 39 36 34 31 31 28 28 25 25 23 23 21 21 19 20 18 18 17 17 16 16 15 15 14 14 13 14 13 13 12

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 70 10.7 V, kips Sx, In.3 140 17.6 116 15.3 93 12.7 70 9.87 46 6.83 V, kips Sx, In.3 140 14.3 116 12.5 93 10.5 70 8.19

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

61

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 5/8 59.32 0.581 418 284 213 170 142 122 106 95 85 77 71 65 61 57 52 53 48 50 46 47 43 45 41 1/2 48.85 0.465 335 242 182 145 121 104 91 81 73 66 61 56 52 48 44 45 41 43 39 40 37 38 35 3/8 37.69 0.349 251 194 145 116 97 83 73 65 58 53 48 45 41 39 35 36 33 34 31 32 29 31 28 5/16 31.84 0.291 210 166 124 99 83 71 62 55 50 45 41 38 36 33 30 31 28 29 27 28 25 26 24 0.02 0.03 0.06 0.09 0.14 0.19 0.24 0.31 0.38 0.46 0.55 0.64 0.74 0.85 0.78 0.97 0.88 1.10 1.00 1.23 1.12 1.37 1.24 Inches

Fy=50

y x x

y

ERW

9X7

1/4 25.82 0.233 168 125 94 75 62 53 47 42 37 34 31 29 27 0.01 0.03 0.06 0.09 0.12 0.17 0.22 0.28 0.34 0.42 0.50 0.58 0.68 Inches 3/16 19.63 0.174 * 125 93 70 56 46 40 35 31 28 25 23 21 20 Inches 0.01 0.03 0.05 0.08 0.12 0.16 0.21 0.27 0.33 0.40 0.48 0.56 0.65

Span in Feet

­

25

­

0.78

­

19

­

0.75

­

23

­

0.88

­

17

­

0.85

­

22

­

1.00

­

16

­

0.96

­

21

­

1.12

­

15

­

1.08

­

20

­

1.24

­

15

­

1.20

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 209 38.7 167 33.0 126 26.4 105 22.6 84 18.7 63 13.9 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

62

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 Span in Feet 12 13 14 15 16 17 18 19 5/8 50.81 0.581 326 217 163 130 109 93 81 72 65 59 54 54 49 50 46 47 42 43 39 41 37 38 35 36 33 34 31 1/2 42.05 0.465 281 187 140 112 94 80 70 62 56 51 46 47 43 43 39 40 36 37 34 35 32 33 30 31 28 30 27 3/8 32.58 0.349 226 150 113 90 75 64 56 50 45 41 37 38 34 35 32 32 29 30 27 28 26 27 24 25 23 24 22

Fy=50

y x x

y

ERW

9X5

5/16 27.59 0.291 195 130 97 78 65 56 49 43 39 35 32 32 30 30 27 28 25 26 24 24 22 23 21 22 20 20 19 1/4 22.42 0.233 162 108 81 65 54 46 40 36 32 29 27 27 25 25 23 23 21 22 20 20 18 19 17 18 16 17 15 3/16 17.08 0.174 125 84 63 50 42 36 31 28 25 23 21 21 19 19 18 18 16 17 15 16 14 15 13 14 13 13 12 0.02 0.03 0.06 0.09 0.14 0.19 0.24 0.31 0.38 0.46 0.42 0.55 0.50 0.64 0.58 0.74 0.68 0.85 0.78 0.97 0.88 1.10 1.00 1.23 1.12 1.37 1.24 Inches

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 209 29.6 167 25.5 126 20.5 105 17.7 84 14.7 63 11.4

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

63

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 Span in Feet 11 12 13 14 15 16 17 18 19 1/2 35.24 0.465 197 131 98 79 66 56 51 49 45 44 40 39 36 36 33 33 30 30 28 28 26 26 24 25 22 23 21 22 20 21 19 3/8 27.48 0.349 162 108 81 65 54 46 42 40 37 36 33 32 29 29 27 27 25 25 23 23 21 22 20 20 18 19 17 18 16 17 15 5/16 23.34 0.291 141 94 70 56 47 40 37 35 32 31 28 28 26 26 23 23 21 22 20 20 18 19 17 18 16 17 15 16 14 15 13

Fy=50

y x x

y

ERW

9X3

1/4 19.02 0.233 118 78 59 47 39 34 31 29 27 26 24 24 21 21 19 20 18 18 16 17 15 16 14 15 13 14 13 13 12 12 11 3/16 14.53 0.174 92 61 46 37 31 26 24 23 21 20 19 18 17 17 15 15 14 14 13 13 12 12 11 11 10 11 9.8 10 9.3 9.7 8.8 0.02 0.03 0.06 0.09 0.14 0.19 0.17 0.24 0.22 0.31 0.28 0.38 0.34 0.46 0.42 0.55 0.50 0.64 0.58 0.74 0.68 0.85 0.78 0.97 0.88 1.10 1.00 1.23 1.12 1.37 1.24 Inches

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 167 17.9 126 14.7 105 12.8 84 10.7 63 8.35

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

64

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 5/8 50.81 0.581 314 209 157 125 105 90 78 70 63 57 52 48 44 45 41 42 38 39 36 37 34 1/2 42.05 0.465 270 180 135 108 90 77 67 60 54 49 45 41 38 39 35 36 33 34 31 32 29 3/8 32.58 0.349 218 145 109 87 73 62 54 48 44 40 36 34 30 31 28 29 26 27 25 26 23 5/16 27.59 0.291 186 125 94 75 63 54 47 42 38 34 31 29 26 27 24 25 23 24 21 22 20

Fy=50

y x x

y

ERW

8X6

1/4 22.42 0.233 149 103 78 62 52 44 39 34 31 28 26 24 22 22 20 21 19 19 18 18 17 0.02 0.04 0.07 0.11 0.15 0.21 0.27 0.35 0.43 0.52 0.61 0.72 0.66 0.84 0.76 0.96 0.87 1.09 0.99 1.23 1.12 Inches 3/16 17.08 0.174 109 73 55 44 36 31 27 24 22 20 18 0.02 0.03 0.06 0.10 0.14 0.19 0.25 0.31 0.39 0.47 0.56 Inches

Span in Feet

­

17

­

0.66

­

16

­

0.76

­

15

­

0.87

­

14

­

0.99

­

13

­

1.12

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 186 28.5 149 24.5 112 19.8 93 17.1 75 14.1 56 10.9

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

65

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 Span in Feet 11 12 13 14 15 16 17 5/8 42.30 0.581 226 150 113 90 75 64 56 50 46 45 41 41 37 38 34 35 32 32 29 30 27 28 26 27 24 1/2 35.24 0.465 197 131 98 79 66 56 49 44 40 39 36 36 33 33 30 30 28 28 26 26 24 25 22 23 21 3/8 27.48 0.349 162 108 81 65 54 46 40 36 33 32 29 29 27 27 25 25 23 23 21 22 20 20 18 19 17 5/16 23.34 0.291 141 94 70 56 47 40 35 31 28 28 26 26 23 23 21 22 20 20 18 19 17 18 16 17 15

Fy=50

y x x

y

ERW

8X4

1/4 19.02 0.233 117 78 58 47 39 33 29 26 24 23 21 21 19 19 18 18 16 17 15 16 14 15 13 14 12 3/16 14.53 0.174 91 61 45 36 30 26 23 20 18 18 17 17 15 15 14 14 13 13 12 12 11 11 10 11 9.7 0.02 0.04 0.07 0.11 0.15 0.21 0.27 0.35 0.31 0.43 0.39 0.52 0.47 0.61 0.56 0.72 0.66 0.84 0.76 0.96 0.87 1.09 0.99 1.23 1.12 Inches 1/8 9.86 0.116 57 38 29 23 19 16 14 0.02 0.03 0.06 0.10 0.14 0.19 0.25 Inches

­

13

­

0.31

­

11

­

0.39

­

10

­

0.47

­

9.6

­

0.56

­

8.8

­

0.66

­

8.2

­

0.76

­

7.6

­

0.87

­

7.2

­

0.99

­

6.7

­

1.12

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 186 20.5 149 17.9 112 14.7 93 12.8 75 10.6 56 8.27 37 5.73

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

66

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 1/2 31.84 3/8 24.93 0.349 133 89 67 53 44 38 35 33 30 30 27 27 24 24 22 22 20 20 19 19 17 18 16 17 15 16 14 5/16 21.21 0.291 117 78 58 47 39 33 30 29 27 26 24 23 21 21 19 19 18 18 16 17 15 16 14 15 13 14 12

Fy=50

y x x

y

ERW

8X2

8X3

1/4 17.32 0.233 98 65 49 39 33 28 25 24 22 22 20 20 18 18 16 16 15 15 14 14 13 13 12 12 11 11 10 3/16 13.25 0.174 76 51 38 31 25 22 20 19 17 17 15 15 14 14 13 13 12 12 11 11 9.9 10 9.3 9.5 8.7 9.0 8.2 1/8 9.01 0.116 53 35 27 21 18 15 14 13 12 12 11 11 9.7 9.7 8.8 8.9 8.1 8.2 7.4 7.6 6.9 7.1 6.4 6.6 6.0 6.3 5.7 0.02 0.04 0.07 0.11 0.15 0.21 0.19 0.27 0.25 0.35 0.31 0.43 0.39 0.52 0.47 0.61 0.56 0.72 0.66 0.84 0.76 0.96 0.87 1.09 0.99 1.23 1.12 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 Span in Feet 10 11 12 13 14 15 16 17 3/8 22.37 0.349 105 70 53 42 38 35 32 30 27 26 24 23 21 21 19 19 17 18 16 16 15 15 14 14 13 13 12 12 11 5/16 19.08 0.291 93 62 46 37 34 31 28 26 24 23 21 21 19 19 17 17 15 15 14 14 13 13 12 12 11 12 11 11 9.9

1/4 15.62 0.233 78 52 39 31 28 26 24 22 20 20 18 17 16 16 14 14 13 13 12 12 11 11 10 10 9.5 9.8 8.9 9.2 8.4

3/16 11.97 0.174 62 41 31 25 22 21 19 18 16 15 14 14 12 12 11 11 10 10 9.4 9.5 8.6 8.8 8.0 8.2 7.5 7.7 7.0 7.3 6.6

1/8 8.16 0.116 43 29 22 17 16 14 13 12 11 11 9.8 9.6 8.7 8.6 7.9 7.9 7.1 7.2 6.6 6.7 6.0 6.2 5.6 5.8 5.2 5.4 4.9 5.1 4.6

Inches

Design Wall Thickness 0.465 2 3 4 5 6 7 8 9 Span in Feet 10 11 12 13 14 15 16 17 161 107 80 64 54 46 42 40 37 36 32 32 29 29 27 27 24 25 22 23 21 21 19 20 18 19 17

0.02 0.04 0.07 0.11 0.10 0.15 0.14 0.21 0.19 0.27 0.25 0.35 0.31 0.43 0.39 0.52 0.47 0.61 0.56 0.72 0.66 0.84 0.76 0.96 0.87 1.09 0.99 1.23 1.12

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 149 14.6 112 12.1 93 10.6 75 8.88 56 6.94 37 4.83 V, kips Sx, In.3 112 9.56 93 8.43 75 7.12 56 5.61 37 3.93

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

67

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5/8 42.30 0.581 218 145 109 87 73 62 54 48 44 40 36 36 33 34 30 31 28 29 26 1/2 35.24 0.465 190 127 95 76 63 54 48 42 38 35 31 32 29 29 27 27 25 25 23 3/8 27.48 0.349 155 103 78 62 52 44 39 34 31 28 26 26 24 24 22 22 20 21 19 5/16 23.34 0.291 135 90 68 54 45 39 34 30 27 25 22 23 21 21 19 19 18 18 16

Fy=50

y x x

y

ERW

7X5

1/4 19.02 0.233 112 75 56 45 37 32 28 25 22 20 19 19 17 17 16 16 15 15 14 3/16 14.53 0.174 88 58 44 35 29 25 22 19 18 16 14 15 13 13 12 13 11 12 11 0.02 0.04 0.08 0.12 0.18 0.24 0.31 0.40 0.49 0.59 0.54 0.70 0.64 0.82 0.75 0.96 0.87 1.10 1.00 Inches 1/8 9.86 0.116 * 52 35 26 21 17 15 13 12 10 0.02 0.04 0.07 0.10 0.15 0.20 0.27 0.34 0.42 Inches

Span in Feet

­

9.4

­

0.50

­

8.7

­

0.60

­

8.0

­

0.71

­

7.4

­

0.82

­

6.9

­

0.94

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 163 19.8 130 17.3 98 14.1 81 12.3 65 10.2 49 7.96 32 5.19 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

68

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 Span in Feet 10 11 12 13 14 15 1/2 31.84 0.465 160 106 80 64 53 46 40 35 32 32 29 29 26 27 24 25 22 23 21 21 19 3/8 24.93 0.349 131 87 65 52 44 37 33 29 26 26 24 24 22 22 20 20 18 19 17 17 16 5/16 21.21 0.291 114 76 57 46 38 33 29 25 23 23 21 21 19 19 17 18 16 16 15 15 14 1/4 17.32 0.233 96 64 48 38 32 27 24 21 19 19 17 17 16 16 15 15 13 14 12 13 12

Fy=50

y x x

y

ERW

7X4

3/16 13.25 0.174 75 50 37 30 25 21 19 17 15 15 14 14 12 12 11 12 10 11 9.7 10 9.1 0.02 0.04 0.08 0.12 0.18 0.24 0.31 0.40 0.36 0.49 0.44 0.59 0.54 0.70 0.64 0.82 0.75 0.96 0.87 1.10 1.00 Inches 1/8 9.01 0.116 47 32 24 19 16 14 12 0.02 0.04 0.07 0.11 0.16 0.22 0.28 Inches

­

11

­

0.36

­

9.5

­

0.44

­

8.6

­

0.54

­

7.9

­

0.64

­

7.3

­

0.75

­

6.8

­

0.87

­

6.3

­

1.00

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 130 14.5 98 11.9 81 10.4 65 8.72 49 6.80 32 4.73

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

69

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 Span in Feet 9 10 11 12 13 14 15 1/2 28.43 0.465 128 85 64 51 43 36 33 32 29 28 26 26 23 23 21 21 19 20 18 18 17 17 15 3/8 22.37 0.349 107 71 54 43 36 31 28 27 24 24 22 21 19 19 18 18 16 16 15 15 14 14 13 5/16 19.08 0.291 94 63 47 38 31 27 24 23 21 21 19 19 17 17 16 16 14 14 13 13 12 13 11

Fy=50

y x x

y

ERW

6X5

7X3

1/4 15.62 0.233 79 53 40 32 26 23 21 20 18 18 16 16 14 14 13 13 12 12 11 11 10 11 9.6 3/16 11.97 0.174 62 41 31 25 21 18 16 16 14 14 13 12 11 11 10 10 9.4 9.6 8.7 8.9 8.1 8.3 7.5 1/8 8.16 0.116 43 29 22 17 14 12 11 11 9.9 9.7 8.8 8.7 7.9 7.9 7.2 7.2 6.6 6.7 6.1 6.2 5.6 5.8 5.3 0.02 0.04 0.08 0.12 0.18 0.24 0.22 0.31 0.28 0.40 0.36 0.49 0.44 0.59 0.54 0.70 0.64 0.82 0.75 0.96 0.87 1.10 1.00 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 3/8 24.93 0.349 124 83 62 50 41 36 31 28 25 23 21 21 19 5/16 21.21 0.291 108 72 54 43 36 31 27 24 22 20 18 18 16

1/4 17.32 0.233 91 61 45 36 30 26 23 20 18 17 15 15 14

3/16 13.25 0.174 71 47 35 28 24 20 18 16 14 13 12 12 11

Inches

0.02 0.05 0.09 0.14 0.20 0.28 0.36 0.46 0.57 0.69 0.63 0.82 0.74

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 130 11.6 98 9.73 81 8.54 65 7.19 49 5.65 32 3.95 V, kips Sx, In.3 84 11.3 70 9.85 56 8.25 42 6.44

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

70

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 1/2 3/8 5/16

Fy=50

y x x

y

ERW

6X3

6X4

1/4 3/16

Nominal Size 1/2 25.03 3/8 19.82 0.349 83 56 42 33 28 24 22 21 19 19 17 17 15 15 14 14 13 5/16

28.43 22.37 19.08 15.62

Wall Thickness 1/8 11.97 Inches 8.16 Inches Weight Per Foot 0.174 60 40 30 24 20 17 15 13 12 12 11 11 9.9 10 9.1 0.02 0.05 0.09 0.14 0.20 0.28 0.36 0.46 0.42 0.57 0.52 0.69 0.63 0.82 0.74 0.116 38 25 19 15 13 11 9.5 0.02 0.05 0.08 0.13 0.19 0.25 0.33

1/4

3/16 10.70 0.174 49 33 25 20 16 14 13 12 11 11 9.9 9.8 8.9 8.9 8.1 8.2 7.4

16.96 13.91 0.291 0.233 74 49 37 29 25 21 19 18 17 16 15 15 13 13 12 12 11 62 42 31 25 21 18 16 16 14 14 13 12 11 11 10 10 9.4

7.31 Inches 0.116 35 23 17 14 12 9.9 9.0 8.6 7.9 7.7 7.0 6.9 6.3 6.3 5.7 5.8 5.2 0.02 0.05 0.09 0.14 0.20 0.28 0.25 0.36 0.33 0.46 0.42 0.57 0.52 0.69 0.63 0.82 0.74

1/8

Design Wall Thickness 0.465 0.349 0.291 0.233 2 3 4 5 6 7 8 9 10 11 12 124 83 62 50 41 36 31 28 25 25 23 23 21 21 19 104 69 52 41 35 30 26 23 21 21 19 19 17 17 16 91 61 45 36 30 26 23 20 18 18 17 17 15 15 14 77 51 38 31 26 22 19 17 15 15 14 14 13 13 12

Design Wall Thickness 0.465 2 3 4 5 6 7 Span in Feet 8 9 10 11 12 98 66 49 39 33 28 26 25 22 22 20 20 18 18 16 16 15

Span in Feet

­

8.5

­

0.42

­

7.6

­

0.52

­

6.9

­

0.63

­

6.4

­

0.74

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 112 11.3 84 9.43 70 8.27 56 6.96 42 5.46 28 3.81 V, kips Sx, In.3 112 8.94 84 7.57 70 6.69 56 5.66 42 4.47 28 3.14

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

71

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 Span in Feet 7 8 9 10 11 12 3/8 17.27 0.349 63 42 31 25 23 21 19 18 16 16 14 14 13 13 11 11 10 10 9.5 5/16 14.83 0.291 56 37 28 22 20 19 17 16 15 14 13 12 11 11 10 10 9.3 9.4 8.5 1/4 12.21 0.233 48 32 24 19 17 16 15 14 12 12 11 11 9.7 9.6 8.7 8.7 7.9 8.0 7.3

Fy=50

y x x

y

ERW

5X4

6X2

3/16 9.42 0.174 38 26 19 15 14 13 12 11 10 9.6 8.7 8.5 7.8 7.7 7.0 7.0 6.3 6.4 5.8 1/8 6.46 0.116 27 18 14 11 9.9 9.1 8.2 7.8 7.1 6.8 6.2 6.0 5.5 5.4 4.9 4.9 4.5 4.5 4.1 0.02 0.05 0.09 0.14 0.13 0.20 0.19 0.28 0.25 0.36 0.33 0.46 0.42 0.57 0.52 0.69 0.63 0.82 0.74 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 1/2 25.03 0.465 93 62 47 37 31 27 23 21 19 19 17 3/8 19.82 0.349 79 53 39 32 26 23 20 18 16 16 14

5/16 16.96 0.291 70 46 35 28 23 20 17 15 14 14 13

1/4 13.91 0.233 59 39 29 24 20 17 15 13 12 12 11

3/16 10.70 0.174 46 31 23 19 15 13 12 10 9.4 9.3 8.4

Inches

0.03 0.06 0.11 0.17 0.25 0.33 0.44 0.55 0.50 0.68 0.62

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 84 5.71 70 5.11 56 4.37 42 3.49 28 2.47 V, kips Sx, In.3 93 8.48 70 7.16 58 6.32 47 5.35 35 4.22

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

72

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 1/2 21.63 0.465 72 48 36 29 24 21 19 18 16 16 15 14 13 3/8 17.27 0.349 62 41 31 25 21 18 16 16 14 14 13 12 11 5/16 14.83 0.291 55 37 28 22 18 16 14 14 13 12 11 11 10

Fy=50

y x x

y

ERW

5 X 21/2

5X3

1/4 12.21 0.233 47 31 24 19 16 13 12 12 11 10 9.5 9.4 8.6 3/16 9.42 0.174 38 25 19 15 13 11 9.7 9.4 8.5 8.3 7.6 7.5 6.8 1/8 6.46 0.116 27 18 13 11 8.8 7.6 6.9 6.6 6.0 5.9 5.4 5.3 4.8 0.03 0.06 0.11 0.17 0.25 0.33 0.30 0.44 0.40 0.55 0.50 0.68 0.62 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 Span in Feet 6 7 8 9 10 1/4 11.36 0.233 41 28 21 17 14 13 12 11 10 9.4 9.2 8.4 8.3 7.5

3/16 8.78 0.174 33 22 17 13 11 10 9.5 8.6 8.3 7.5 7.4 6.7 6.6 6.0

1/8 6.03 0.116 24 16 12 9.4 7.8 7.1 6.7 6.1 5.9 5.4 5.2 4.8 4.7 4.3

Inches

0.03 0.06 0.11 0.17 0.25 0.22 0.33 0.30 0.44 0.40 0.55 0.50 0.68 0.62

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 93 6.56 70 5.65 58 5.03 47 4.29 35 3.41 23 2.41 V, kips Sx, In.3 47 3.76 35 3.01 23 2.14

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

73

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 Span in Feet 6 7 8 9 10 3/8 14.72 0.349 46 30 23 18 17 15 14 13 12 11 10 10 9.2 9.1 8.3 5/16 12.70 0.291 41 27 21 16 15 14 12 12 11 10 9.4 9.1 8.3 8.2 7.5 1/4 10.51 0.233 36 24 18 14 13 12 11 10 9.2 8.9 8.1 7.9 7.2 7.1 6.5

Fy=50

y x x

y

ERW

4X3

5X2

3/16 8.15 0.174 29 19 14 11 10 9.5 8.7 8.2 7.4 7.2 6.5 6.4 5.8 5.7 5.2 1/8 5.61 0.116 20 14 10 8.2 7.4 6.8 6.2 5.8 5.3 5.1 4.7 4.5 4.1 4.1 3.7 0.03 0.06 0.11 0.17 0.16 0.25 0.22 0.33 0.30 0.44 0.40 0.55 0.50 0.68 0.62 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 3/8 14.72 0.349 44 29 22 17 15 12 11 11 9.9 5/16 12.70 0.291 39 26 20 16 13 11 10 9.8 8.9 1/4

3/16 8.15 0.174 27 18 14 11 9.1 7.8 7.1 6.8 6.2

1/8 5.61 0.116 19 13 9.7 7.7 6.5 5.5 5.0 4.8 4.4

10.51 0.233 34 23 17 14 11 9.6 8.8 8.4 7.7

Inches

0.03 0.08 0.14 0.21 0.31 0.42 0.38 0.55 0.50

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 70 4.14 58 3.74 47 3.23 35 2.60 23 1.86 V, kips Sx, In.3 56 3.96 47 3.57 37 3.07 28 2.47 19 1.76

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

74

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 5/16 11.64 0.291 34 22 17 13 11 10 9.6 8.7 8.4 7.7

Fy=50

y x x

y

ERW

4X2

4 X 2 1/2

1/4 9.66 0.233 29 20 15 12 9.8 8.9 8.4 7.6 7.3 6.7 3/16 7.51 0.174 24 16 12 9.5 7.9 7.2 6.8 6.1 5.9 5.4 0.03 0.08 0.14 0.21 0.31 0.28 0.42 0.38 0.55 0.50 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 Span in Feet 5 6 7 8 3/8 12.17 0.349 31 21 15 12 11 10 9.3 8.8 8.0 7.7 7.0 5/16 10.58 0.291 28 19 14 11 10 9.4 8.5 8.0 7.3 7.0 6.4 1/4 8.81 0.233 25 17 12 9.9 9.0 8.3 7.5 7.1 6.4 6.2 5.6

3/16 6.87 0.174 20 13 10 8.1 7.3 6.7 6.1 5.8 5.2 5.0 4.6

1/8 4.75 0.116 15 9.7 7.3 5.8 5.3 4.8 4.4 4.1 3.8 3.6 3.3

Inches

0.03 0.08 0.14 0.21 0.19 0.31 0.28 0.42 0.38 0.55 0.50

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 47 3.06 37 2.66 28 2.15 V, kips Sx, In.3 56 2.80 47 2.56 37 2.25 28 1.83 19 1.32

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

75

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 1 2 3 4 5 6 7 3/8 12.17 0.349 60 30 20 15 12 9.9 9.0 8.5 7.7 5/16 10.58 0.291 55 27 18 14 11 9.1 8.3 7.8 7.1

Fy=50

y x x

y

ERW

3 X 2 1/2

3 1/2 X 2 1/2

1/4 8.81 0.233 48 24 16 12 9.5 8.0 7.2 6.8 6.2 3/16 6.87 0.174 39 19 13 9.7 7.7 6.5 5.9 5.5 5.0 1/8 4.75 0.116 28 14 9.4 7.0 5.6 4.7 4.3 4.0 3.7 0.01 0.04 0.09 0.16 0.24 0.35 0.32 0.48 0.43 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 1 2 3 4 5 6 5/16 9.51 0.291 43 21 14 11 8.5 7.1 6.5 1/4 7.96 0.233 38 19 13 9.4 7.5 6.3 5.7

3/16 6.23 0.174 31 16 10 7.8 6.2 5.2 4.7

1/8 4.33 0.116 23 11 7.6 5.7 4.5 3.8 3.4

Inches

0.01 0.05 0.10 0.18 0.28 0.41 0.37

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 49 2.71 41 2.48 33 2.17 24 1.76 16 1.28 V, kips Sx, In.3 35 1.94 28 1.71 21 1.41 14 1.03

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

76

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/16 8.45 1/4 7.11

Fy=50

y x x

y

ERW

3X1

3/16 4.32 1/8 3.05 Inches

3X2

3/16 5.59 1/8 3.90

Nominal Size Wall Thickness Inches Weight Per Foot 1/4 6.26

3 X 1 1/2

3/16 4.96 1/8

Nominal Size

Wall Thickness 3.48 Inches Weight Per Foot

Design Wall Thickness 0.291 0.233 0.174 0.116 1 2 3 4 5 6 35 17 12 8.7 7.0 6.3 5.8 5.3 31 16 10 7.8 6.2 5.7 5.2 4.7 26 13 8.7 6.5 5.2 4.7 4.3 3.9 19 9.5 6.4 4.8 3.8 3.5 3.2 2.9 0.01 0.05 0.10 0.18 0.28 0.26 0.41 0.37

Design Wall Thickness 0.233 0.174 0.116 1 2 3 4 5 6 25 12 8.2 6.2 5.6 4.9 4.5 4.1 3.7 21 10 6.9 5.2 4.7 4.2 3.8 3.5 3.2 16 7.8 5.2 3.9 3.5 3.1 2.8 2.6 2.4 0.01 0.05 0.10 0.18 0.17 0.28 0.26 0.41 0.37

Design Wall Thickness 0.174 0.116 1 2 Span in Feet 3 4 5 6 16 7.8 5.2 4.8 3.9 3.6 3.1 2.9 2.6 2.4 12 6.0 4.0 3.6 3.0 2.7 2.4 2.2 2.0 1.8 0.01 0.05 0.10 0.09 0.18 0.17 0.28 0.26 0.41 0.37

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 35 1.58 28 1.42 21 1.18 14 0.866 V, kips Sx, In.3 28 1.12 21 14 V, kips Sx, In.3 21 0.713 14 0.545

Span in Feet

0.945 0.706

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

77

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 1 2 3 4 5 1/4 5.41 0.233 18 9.0 6.0 4.5 4.1 3.6 3.3

Fy=50

y x x

y

ERW

2X1

3/16 3.04 0.174 7.7 3.8 2.6 2.3 1.9 1.7 1/8 2.20 0.116 6.2 3.1 2.1 1.9 1.5 1.4 0.02 0.07 0.15 0.14 0.27 0.25 Inches

2 1/2 X 1 1/2

3/16 4.32 0.174 16 7.8 5.2 3.9 3.5 3.1 2.8 1/8 3.05 0.116 12 5.9 3.9 2.9 2.7 2.4 2.1 0.01 0.05 0.12 0.22 0.20 0.34 0.31 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness Span in Feet 1 2 3 4 3/16 3.68 0.174 11 5.4 3.6 2.7 2.5

2 X 1 1/2

1/8 2.63 0.116 8.4 4.2 2.8 2.1 1.9 0.02 0.07 0.15 0.27 0.25 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 1 2 3 4

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 23 0.820 17 0.705 12 0.535 V, kips Sx, In.3 14 0.494 9.3 0.383 V, kips Sx, In.3 14 0.349 9.3 0.280

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

78

Span in Feet

HSS Beam Load Tables/Structural Steel Tubing Notes

79

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot

5/8

Fy=50

y x x

y

ERW

14 X 14

16 X 16

Nominal Size 5/8

1/2 3/8 5/16 Wall Thickness 127.30 Inches 103.30 Inches 78.52 Inches 65.87 Inches Weight Per Foot 0.465 0.349 * 0.291*

1/2 3/8 5/16 110.36 Inches 89.68 Inches 68.31 Inches 57.36 Inches 0.465 0.04 0.06 0.09 0.12 0.16 0.20 0.24 0.30 0.35 0.41 0.48 0.55 0.62 0.70 0.79 0.88 0.98 1.08 1.18 1.29 1.40 1.52 1.65 1.78 1.91 2.05 1.86 2.19 2.00 521 424 353 303 265 236 212 193 177 163 151 141 133 125 118 112 106 101 96 92 88 85 82 79 76 0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.27 0.32 0.37 0.43 0.50 0.57 0.64 0.72 0.80 0.89 0.98 1.07 1.17 1.28 1.39 1.50 1.62 1.74 0.349 * 391 317 264 227 198 176 159 144 132 122 113 106 99 93 88 83 79 76 72 69 66 63 61 59 57 0.03 0.05 0.08 0.10 0.14 0.17 0.21 0.26 0.31 0.36 0.42 0.48 0.55 0.62 0.69 0.77 0.85 0.94 1.03 1.13 1.23 1.33 1.44 1.55 1.67 0.291 * 311 248 207 177 155 138 124 113 104 96 89 83 78 73 69 65 62 59 56 54 52 50 48 46 44 0.03 0.05 0.07 0.10 0.13 0.16 0.20 0.24 0.28 0.33 0.39 0.44 0.50 0.57 0.64 0.71 0.79 0.87 0.95 1.04 1.13 1.23 1.33 1.43 1.54

Design Wall Thickness 0.581 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34

Design Wall Thickness 0.581 0.03 0.04 0.06 0.08 0.10 0.13 0.16 0.20 0.23 0.27 0.32 0.37 0.42 0.47 0.53 0.59 0.65 0.72 0.79 0.86 0.93 1.01 1.10 1.18 1.27 1.37 1.46 1.56 1.66 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 651 563 469 402 352 313 282 256 235 217 201 188 176 166 156 148 141 134 128 122 117 113 108 104 101 97 88 94 85

744 627 537 470 418 376 342 314 289 269 251 235 221 209 198 188 179 171 164 157 150 145 139 134 130 125 121 118 114 104 111 101

0.05 0.08 0.10 0.14 0.17 0.21 0.26 0.31 0.36 0.42 0.48 0.55 0.62 0.69 0.77 0.85 0.94 1.03 1.13 1.23 1.33 1.44 1.56 1.67 1.79 1.92 2.05 2.18 2.32 2.11 2.47 2.24

595 564 470 403 353 313 282 256 235 217 201 188 176 166 157 148 141 134 128 123 118 113 108 104 101 97 94 91 88

0.03 0.05 0.07 0.10 0.12 0.16 0.19 0.23 0.28 0.33 0.38 0.44 0.50 0.56 0.63 0.70 0.78 0.86 0.94 1.03 1.12 1.21 1.31 1.41 1.52 1.63 1.75 1.86 1.99

447 396 330 283 248 220 198 180 165 152 141 132 124 116 110 104 99 94 90 86 83 79 76 73 71 68 66 64 62

0.03 0.04 0.06 0.09 0.11 0.14 0.18 0.21 0.25 0.30 0.34 0.40 0.45 0.51 0.57 0.64 0.70 0.78 0.85 0.93 1.01 1.10 1.19 1.28 1.38 1.48 1.58 1.69 1.80

372 309 258 221 193 172 155 141 129 119 110 103 97 91 86 81 77 74 70 67 64 62 59 57 55 53 52 50 48

Span in Feet

Span in Feet

­

73

­

1.86

­

55

­

1.79

­

43

­

1.65

­

71

­

2.00

­

53

­

1.92

­

41

­

1.77

­

85

­

2.11

­

60

­

1.92

­

47

­

1.77

­

83

­

2.24

­

58

­

2.03

­

45

­

1.88

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 372 171 298 141 223 99.0 ** 186 77.3 ** V, kips Sx, In.3 325 128 260 106 195 79.3 ** 163 62.1 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

80

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 5/8 93.34 0.581 502 402 335 287 251 223 201 183 167 155 143 134 126 118 112 106 100 96 91 87 84 80 73 1/2 76.07 0.465 419 335 279 239 210 186 168 152 140 129 120 112 105 99 93 88 84 80 76 73 70 67 61 0.05 0.07 0.10 0.14 0.18 0.23 0.28 0.34 0.41 0.48 0.56 0.64 0.73 0.82 0.92 1.03 1.14 1.25 1.38 1.50 1.64 1.78 1.62 Inches 3/8 58.10 0.349 298 238 198 170 149 132 119 108 99 92 85 79 74 70 66 63 60 57 54 52 50 0.04 0.06 0.09 0.13 0.17 0.21 0.26 0.31 0.37 0.44 0.51 0.58 0.66 0.75 0.84 0.93 1.03 1.14 1.25 1.37 1.49

Fy=50

y x x

y

ERW

12 X 12

Inches 5/16 48.86 0.291 * 241 193 161 138 121 107 96 88 80 74 69 64 60 57 54 51 48 46 44 42 40 0.04 0.06 0.09 0.12 0.16 0.20 0.25 0.30 0.35 0.42 0.48 0.55 0.63 0.71 0.80 0.89 0.98 1.08 1.19 1.30 1.42 Inches 1/4 39.43 0.233 * 179 143 119 102 89 79 71 65 60 55 51 48 45 42 40 38 36 34 32 31 30 0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.27 0.32 0.38 0.44 0.50 0.57 0.65 0.72 0.81 0.89 0.99 1.08 1.18 1.29 Inches

Span in Feet

­

48

­

1.62

­

39

­

1.54

­

29

­

1.40

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 279 91.3 223 76.2 168 59.5 140 48.2 ** 112 35.7 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

81

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 5/8 76.33 0.581 465 446 334 268 223 191 167 149 134 122 111 103 96 89 84 79 74 70 67 64 58 1/2 62.46 0.465 3/8 47.90 0.349 0.01 0.03 0.05 0.09 0.12 0.17 0.22 0.28 0.34 0.41 0.49 0.58 0.67 0.77 0.87 0.99 1.11 1.23 1.37 1.51 1.37 Inches 5/16 40.35 0.291 233 230 173 138 115 99 86 77 69 63 58 53 49 46 43 41 38 36 35 0.01 0.03 0.05 0.08 0.11 0.15 0.20 0.25 0.31 0.38 0.45 0.52 0.61 0.70 0.79 0.90 1.01 1.12 1.24

Fy=50

y x x

y

ERW

10 X 10

Inches 1/4 32.63 0.233 * 186 176 132 106 88 75 66 59 53 48 44 41 38 35 33 31 29 28 26 0.01 0.03 0.05 0.07 0.10 0.14 0.19 0.24 0.29 0.35 0.42 0.49 0.57 0.65 0.74 0.84 0.94 1.05 1.16 Inches 3/16 24.73 0.174 * 139 118 89 71 59 51 44 39 35 32 30 27 25 24 22 21 20 19 18 0.01 0.02 0.04 0.06 0.09 0.12 0.16 0.21 0.25 0.31 0.37 0.43 0.50 0.57 0.65 0.73 0.82 0.92 1.02 Inches

372 282 225 188 161 141 125 113 102 94 87 80 75 70 66 63 59 56 54 49

279 222 178 148 127 111 99 89 81 74 68 63 59 56 52 49 47 44 42 38

Span in Feet

­

33

­

1.37

­

25

­

1.28

­

17

­

1.12

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 232 60.8 186 51.2 140 40.4 116 34.5 93 26.4 ** 70 17.7 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

82

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1/2 55.66 0.465 335 298 223 179 149 128 112 99 89 81 74 69 64 60 56 53 50 47 43 3/8 42.79 0.349 251 236 177 142 118 101 89 79 71 64 59 54 51 47 44 42 39 37 34 0.02 0.03 0.06 0.09 0.14 0.19 0.24 0.31 0.38 0.46 0.55 0.64 0.74 0.85 0.97 1.10 1.23 1.37 1.24 Inches 5/16 36.10 0.291 210 184 138 110 92 79 69 61 55 50 46 42 39 37 35 32 31 0.01 0.03 0.06 0.09 0.12 0.17 0.22 0.28 0.34 0.42 0.50 0.58 0.68 0.78 0.88 1.00 1.12

Fy=50

y x x

y

ERW

9X9

Inches 1/4 29.23 0.233 * 168 147 111 88 74 63 55 49 44 40 37 34 32 29 28 26 25 0.01 0.03 0.05 0.08 0.12 0.16 0.22 0.27 0.34 0.41 0.48 0.57 0.66 0.76 0.86 0.97 1.09 Inches 3/16 22.18 0.174 * 125 100 75 60 50 43 38 33 30 27 25 23 21 20 19 18 17 0.01 0.03 0.05 0.07 0.11 0.15 0.19 0.24 0.30 0.36 0.43 0.50 0.58 0.67 0.76 0.86 0.96 Inches

Span in Feet

­

29

­

1.24

­

23

­

1.21

­

16

­

1.07

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 167 40.6 126 32.2 105 27.6 84 22.1 ** 63 15.0 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

83

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 5/8 59.32 0.581 372 268 201 161 134 115 100 89 80 73 67 62 57 54 50 47 43 1/2 48.85 0.465 298 229 172 137 114 98 86 76 69 62 57 53 49 46 43 40 37 3/8 37.69 0.349 223 183 137 110 91 78 68 61 55 50 46 42 39 37 34 32 29 5/16 31.84 0.291 186 157 118 94 78 67 59 52 47 43 39 36 34 31 29 28 25 0.02 0.04 0.07 0.11 0.15 0.21 0.27 0.35 0.43 0.52 0.61 0.72 0.84 0.96 1.09 1.23 1.12

Fy=50

y x x

y

ERW

8X8

Inches 1/4 25.82 0.233 149 118 89 71 59 51 44 39 35 32 30 27 25 24 22 0.02 0.03 0.06 0.10 0.14 0.19 0.25 0.31 0.39 0.47 0.56 0.66 0.76 0.87 0.99 Inches 3/16 19.63 0.174 * 111 82 62 49 41 35 31 27 25 22 21 19 18 16 15 0.01 0.03 0.06 0.09 0.13 0.17 0.22 0.28 0.35 0.42 0.51 0.59 0.69 0.79 0.90 Inches

Span in Feet

­

21

­

1.12

­

14

­

1.01

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 186 36.5 149 31.2 112 24.9 93 21.4 75 17.7 56 12.3 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

84

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5/8 50.81 0.581 294 196 147 117 98 84 73 65 59 53 49 45 42 39 36 1/2 42.05 0.465 253 169 127 101 84 72 63 56 51 46 42 39 36 34 31 3/8 32.58 0.349 195 136 102 82 68 58 51 45 41 37 34 31 29 27 25 5/16 27.59 0.291 163 117 88 70 59 50 44 39 35 32 29 27 25 23 21 0.02 0.04 0.08 0.12 0.18 0.24 0.31 0.40 0.49 0.59 0.70 0.82 0.96 1.10 1.00

Fy=50

y x x

y

ERW

7X7

Inches 1/4 22.42 0.233 130 89 67 53 44 38 33 30 27 24 22 20 19 0.02 0.04 0.07 0.11 0.16 0.22 0.28 0.36 0.44 0.54 0.64 0.75 0.87 Inches 3/16 17.08 0.174 * 97 66 49 40 33 28 25 22 20 18 16 15 14 0.02 0.04 0.07 0.11 0.15 0.21 0.27 0.34 0.43 0.52 0.61 0.72 0.83 Inches

Span in Feet

­

18

­

1.00

­

13

­

0.96

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 163 26.7 130 23.0 98 18.6 81 16.0 65 13.3 49 9.88 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

85

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 2 3 4 5 6 7 8 9 10 11 12 5/8 42.30 0.581 202 135 101 81 67 58 51 45 40 37 34 1/2 35.24 0.465 177 118 89 71 59 51 44 39 35 32 30 3/8 27.48 0.349 144 96 72 58 48 41 36 32 29 26 24 5/16 23.34 0.291 125 84 63 50 42 36 31 28 25 23 21 1/4 19.02 0.233 105 70 52 42 35 30 26 23 21 19 17 0.02 0.05 0.09 0.14 0.20 0.28 0.36 0.46 0.57 0.69 0.82

Fy=50

y x x

y

ERW

6X6

Inches 3/16 14.53 0.174 74 49 37 30 25 21 19 16 15 13 12 0.02 0.05 0.08 0.13 0.19 0.25 0.33 0.42 0.52 0.63 0.74 Inches 1/8 9.86 0.116 * 44 30 22 18 15 13 11 9.8 8.9 8.1 7.4 0.02 0.04 0.07 0.11 0.16 0.22 0.28 0.36 0.44 0.54 0.64 Inches

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 139 18.4 112 16.1 84 13.1 70 11.4 56 9.54 42 7.42 28 4.43 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

86

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 3/8 5/16 1/4

Fy=50

y x x

y

ERW

5X5

5 1/2 X 5 1/2

Nominal Size

1/2 3/8 5/16

Wall Thickness 3/16 1/8 24.93 21.21 17.32 Inches 13.25 Inches 9.01 Inches Weight Per Foot 0.174 0.02 0.06 0.10 0.16 0.22 0.30 0.40 0.50 0.62 0.75 62 41 31 25 21 18 15 14 12 11 0.02 0.05 0.09 0.14 0.20 0.28 0.36 0.46 0.56 0.68 0.116 * 38 26 19 15 13 11 9.6 8.5 7.7 7.0 0.02 0.05 0.08 0.13 0.18 0.25 0.32 0.41 0.50 0.61

28.43 22.37 19.08 15.62 11.97 Inches 8.16 Inches

0.116 *

1/4

3/16

1/8

Design Wall Thickness 0.349 0.291 0.233 2 3 4 5 6 7 8 9 10 11 119 79 59 48 40 34 30 26 24 22 104 69 52 41 35 30 26 23 21 19 87 58 43 35 29 25 22 19 17 16

Design Wall Thickness 0.465 0.349 0.291 0.233 0.174 2 3 4 5 6 7 8 9 10 114 76 57 46 38 33 29 25 23 95 64 48 38 32 27 24 21 19 84 56 42 33 28 24 21 19 17 71 47 35 28 24 20 18 16 14 55 37 28 22 18 16 14 12 11 0.03 0.06 0.11 0.17 0.25 0.33 0.44 0.55 0.68

33 22 16 13 11 9.4 8.2 7.3 6.6

0.02 0.05 0.09 0.14 0.21 0.28 0.37 0.47 0.58

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 77 10.8 64 9.43 51 7.90 38 6.17 26 3.84 ** V, kips Sx, In.3 93 10.4 70 8.67 58 7.61 47 6.41 35 5.03 23 3.28 **

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

87

Span in Feet

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 1/2 3/8 5/16

Fy=50

y x x

y

ERW

4X4

4 1/2 X 4 1/2

1/4 3/16

Nominal Size 1/2 3/8 5/16

Wall Thickness 1/8 25.03 19.82 16.96 13.91 10.70 Inches 7.31 Inches Weight Per Foot 0.116 * 0.03 0.07 0.12 0.19 0.27 0.37 0.49 0.61 28 18 14 11 9.2 7.9 6.9 6.1 0.03 0.06 0.11 0.17 0.24 0.33 0.43 0.54

1/8 21.63 17.27 14.83 12.21 9.42 Inches 6.46 Inches 0.116 0.03 0.08 0.14 0.21 0.31 0.42 0.55 22 15 11 8.8 7.3 6.3 5.5 0.03 0.07 0.12 0.19 0.28 0.38 0.50

1/4

3/16

Design Wall Thickness 0.465 0.349 0.291 0.233 0.174 2 3 4 5 6 7 8 9 88 59 44 35 29 25 22 20 75 50 37 30 25 21 19 17 66 44 33 26 22 19 16 15 56 37 28 22 19 16 14 12 44 29 22 18 15 13 11 9.8

Design Wall Thickness 0.465 0.349 0.291 0.233 0.174 2 3 4 5 6 7 8 65 44 33 26 22 19 16 56 38 28 23 19 16 14 50 34 25 20 17 14 13 43 29 21 17 14 12 11 34 23 17 14 11 9.7 8.5

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 84 8.02 63 6.78 52 5.99 42 5.08 31 4.01 21 2.75 ** V, kips Sx, In.3 74 5.95 56 5.13 47 4.57 37 3.90 28 3.10 19 2.20

Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

88

Span in Feet

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 1 2 3 4 5 6 7 3/8 14.72 0.349 81 41 27 20 16 14 12 5/16 12.70 0.291 73 37 24 18 15 12 10 1/4 10.51 0.233 63 32 21 16 13 11 9.1

Fy=50

y x x

y

ERW

3X3

3 1/2 X 3 1/2

3/16 8.15 0.174 49 25 17 13 10 8.5 7.3 0.01 0.04 0.09 0.16 0.24 0.35 0.48 Inches 1/8 5.61 0.116 32 17 11 8.3 6.6 5.5 4.7 0.01 0.04 0.08 0.14 0.22 0.32 0.43 Inches

Nominal Size Wall Thickness Weight Per Foot 3/8 12.17 5/16 10.58 0.291 51 25 17 13 10 8.4

1/4 8.81 0.233 44 22 15 11 8.8 7.4

3/16 6.87 0.174 36 18 12 9.0 7.2 6.0

1/8 4.75 0.116 26 13 8.7 6.5 5.2 4.4

Inches

Design Wall Thickness 0.349 1 2 3 4 5 6 55 28 18 14 11 9.2

0.01 0.05 0.10 0.18 0.28 0.41

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 49 3.70 41 3.34 33 2.88 24 2.31 16 1.66 V, kips Sx, In.3 42 2.51 35 2.30 28 2.01 21 1.64 14 1.19

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

89

Span in Feet

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/16 8.45

Fy=50

y x x

y

ERW

2X2

1/4 5.41 3/16 4.32 1/8 3.05 Inches

2 1/2 X 2 1/2

1/4 7.11 3/16 5.59 1/8

Nominal Size 1/4 6.26

2 1/4 X 2 1/4

3/16 4.96 1/8

Nominal Size

Wall Thickness 3.90 Inches Weight Per Foot

Wall Thickness 3.48 Inches Weight Per Foot

Design Wall Thickness 0.291 0.233 0.174 0.116 1 2 3 4 5 32 16 11 8.0 6.4 29 14 9.5 7.2 5.7 24 12 7.9 5.9 4.8 18 8.8 5.9 4.4 3.5 0.01 0.05 0.12 0.22 0.34 Span in Feet

Design Wall Thickness 0.233 0.174 0.116 1 2 3 4 22 19 11 9.3 7.3 6.2 5.5 4.7 14 7.0 4.6 3.5 0.02 0.06 0.14 0.24 Span in Feet

Design Wall Thickness 0.233 0.174 0.116 1 2 3 4 16 8.2 5.5 4.1 14 7.0 4.7 3.5 11 5.3 3.6 2.7 0.02 0.07 0.15 0.27 Span in Feet V, kips Sx, In.3

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 29 1.45 23 1.30 17 1.08 12 0.798 V, kips Sx, In.3 21 1.00 16 0.847 10 0.633 19 14 9.3

0.745 0.640 0.486

90

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot

Fy=50

y x x

y

ERW

1 1/4 X 1 1/4

3/16 2.40 1/8 1.78 Inches

1 3/4 X 1 3/4 Nominal Size

3/16 Wall Thickness Inches Weight Per Foot 3.68

1 5/8 X 1 5/8

3/16 3.36 1/8

Nominal Size

1 1/2 X 1 1/2

3/16 1/8

Nominal Size

Wall Thickness Inches Weight Per Foot 2.42

Wall Thickness Inches Weight Per Foot 3.04 2.20

Design Wall Thickness 0.174 Span in Feet 1 2 3 10 5.1 3.4 0.02 0.08 0.18

Design Wall Thickness 0.174 0.116 Span in Feet 1 2 3 8.4 4.2 2.8 6.6 3.3 2.2 0.02 0.08 0.19

Design Wall Thickness 0.174 0.116 Span in Feet 1 2 3 6.9 3.5 2.3 5.5 2.8 1.8 0.02 0.09 0.20

Design Wall Thickness 0.174 0.116 Span in Feet 1 2 4.3 2.1 3.6 1.8 0.03 0.11

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 12 0.462 V, kips Sx, In.3 11 7.5 V, kips Sx, In.3 10 7.0 V, kips Sx, In.3 8.7 5.8

0.384 0.302

0.314 0.251

0.194 0.162

91

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 225.80 Inches

Fy=46

y x x

y

SAW

30 X 24

32 X 24

1/2 183.50 0.500 * Inches 3/8 138.95 0.375 * 883 839 734 652 587 534 489 452 419 391 367 345 326 309 293 280 267 255 245 235 226 217 210 196 183 173 163 154 147 140 133 128 122 117 109 101 95 89 84 79 0.03 0.04 0.05 0.06 0.07 0.09 0.10 0.12 0.14 0.16 0.19 0.21 0.24 0.26 0.29 0.32 0.35 0.39 0.42 0.46 0.49 0.53 0.57 0.66 0.75 0.84 0.94 1.05 1.17 1.29 1.41 1.54 1.68 1.82 2.12 2.45 2.80 3.17 3.57 3.99 Inches

Nominal Size Wall Thickness Weight Per Foot 5/8 217.30 Inches

1/2 176.70 0.500 *

Inches

3/8 133.84 0.375 * 828 765 669 595 535 487 446 412 382 357 335 315 297 282 268 255 243 233 223 214 206 198 191 185 178 167 157 149 141 134 127 122 116 112 107 99 92 86 81 76

Inches

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 32 34 36 38 40 42 44 46 48 50 54 58 62 66 70 74

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 54 58 62 66 70

1470 1410 1260 1130 1030 943 870 808 754 707 666 629 596 566 539 514 492 472 453 435 419 404 377 354 333 314 298 283 269 257 246 236 226 210 195 183 171 162 153

0.04 0.06 0.07 0.09 0.11 0.13 0.15 0.17 0.20 0.23 0.26 0.29 0.32 0.36 0.39 0.43 0.47 0.51 0.56 0.60 0.65 0.70 0.80 0.91 1.03 1.15 1.28 1.42 1.57 1.72 1.88 2.05 2.22 2.59 2.99 3.42 3.87 4.35 4.87

1180 1070 953 857 779 715 660 612 572 536 504 476 451 429 408 390 373 357 343 330 318 306 286 268 252 238 226 214 204 195 186 179 171 159 148 138 130 122 116

0.04 0.05 0.07 0.08 0.10 0.12 0.14 0.16 0.18 0.21 0.24 0.26 0.29 0.33 0.36 0.39 0.43 0.47 0.51 0.55 0.59 0.64 0.73 0.83 0.94 1.06 1.18 1.30 1.44 1.58 1.73 1.88 2.04 2.38 2.74 3.13 3.55 3.99 4.46

1380 1290 1150 1040 942 863 797 740 691 647 609 576 545 518 493 471 450 432 414 398 384 370 357 345 324 305 288 273 259 247 235 225 216 207 192 179 167 157 148

0.05 0.06 0.08 0.09 0.11 0.14 0.16 0.19 0.21 0.24 0.27 0.31 0.34 0.38 0.42 0.46 0.50 0.55 0.59 0.64 0.69 0.74 0.80 0.85 0.97 1.10 1.23 1.37 1.52 1.67 1.83 2.01 2.18 2.37 2.76 3.19 3.64 4.13 4.64

1100 980 871 784 713 653 603 560 523 490 461 435 413 392 373 356 341 327 314 301 290 280 270 261 245 231 218 206 196 187 178 170 163 157 145 135 126 119 112

0.04 0.06 0.07 0.09 0.10 0.12 0.15 0.17 0.20 0.22 0.25 0.28 0.31 0.35 0.38 0.42 0.46 0.50 0.54 0.59 0.63 0.68 0.73 0.78 0.89 1.00 1.12 1.25 1.39 1.53 1.68 1.84 2.00 2.17 2.53 2.92 3.33 3.78 4.25

0.03 0.04 0.05 0.06 0.08 0.09 0.11 0.13 0.15 0.17 0.20 0.22 0.25 0.28 0.31 0.34 0.37 0.41 0.44 0.48 0.52 0.56 0.61 0.65 0.69 0.79 0.89 1.00 1.12 1.24 1.36 1.49 1.63 1.78 1.93 2.25 2.60 2.97 3.36 3.78

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 736 615 ** 589 466 ** 442 319 ** V, kips Sx, In.3 690 563 ** 552 426 ** 414 291 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

92

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 208.79 Inches

Fy=46

y x x

y

SAW

26 X 24

28 X 24

1/2 169.89 0.500 * 1030 1020 892 793 714 649 595 549 510 476 446 420 397 376 357 340 325 310 297 286 275 264 255 246 238 223 210 198 188 178 170 162 155 149 143 137 127 119 112 110 0.03 0.05 0.06 0.08 0.09 0.11 0.13 0.16 0.18 0.21 0.24 0.27 0.30 0.33 0.37 0.41 0.45 0.49 0.53 0.58 0.63 0.68 0.73 0.78 0.84 0.95 1.07 1.20 1.34 1.48 1.64 1.80 1.96 2.14 2.32 2.51 2.91 3.34 3.80 3.92 Inches 3/8 128.74 0.375 * 773 694 607 540 486 442 405 374 347 324 304 286 270 256 243 231 221 211 202 194 187 180 173 168 162 152 143 135 128 121 116 110 106 101 97 93 87 81 76 75 0.03 0.04 0.05 0.07 0.08 0.10 0.12 0.14 0.16 0.19 0.21 0.24 0.27 0.30 0.33 0.36 0.40 0.44 0.47 0.51 0.56 0.60 0.65 0.69 0.74 0.84 0.95 1.07 1.19 1.32 1.45 1.59 1.74 1.90 2.06 2.23 2.58 2.96 3.37 3.48 Inches

Nominal Size Wall Thickness Weight Per Foot 5/8 200.28 Inches

1/2 163.08 0.500 * 957 920 805 716 644 585 537 495 460 429 403 379 358 339 322 307 293 280 268 258 248 239 230 222 215 201 189 179 169 161 153 146 140 134 129 124 119 115 111 107

Inches

3/8 123.64 0.375 *

Inches

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 56 60 64 65

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60

1290 1180 1050 944 858 787 726 674 629 590 555 524 497 472 449 429 410 393 378 363 350 337 325 315 295 278 262 248 236 225 215 205 197 189 182 169 157 147 145

0.05 0.07 0.08 0.10 0.12 0.15 0.17 0.20 0.23 0.26 0.29 0.33 0.37 0.41 0.45 0.49 0.54 0.59 0.63 0.69 0.74 0.80 0.85 0.91 1.04 1.17 1.32 1.47 1.63 1.79 1.97 2.15 2.34 2.54 2.75 3.19 3.66 4.16 4.29

1200 1070 949 854 776 711 657 610 569 534 502 474 449 427 407 388 371 356 342 328 316 305 294 285 267 251 237 225 213 203 194 186 178 171 164 158 152 147 142

0.05 0.07 0.09 0.11 0.13 0.16 0.18 0.21 0.25 0.28 0.32 0.35 0.39 0.44 0.48 0.53 0.58 0.63 0.68 0.74 0.80 0.86 0.92 0.98 1.12 1.26 1.42 1.58 1.75 1.93 2.12 2.31 2.52 2.73 2.96 3.19 3.43 3.68 3.94

0.04 0.05 0.06 0.08 0.10 0.12 0.14 0.17 0.20 0.22 0.25 0.29 0.32 0.36 0.40 0.44 0.48 0.53 0.57 0.62 0.67 0.73 0.78 0.84 0.90 1.02 1.15 1.29 1.44 1.59 1.76 1.93 2.11 2.29 2.49 2.69 2.90 3.12 3.35 3.58

718 623 545 485 436 396 363 335 311 291 273 257 242 230 218 208 198 190 182 174 168 162 156 150 145 136 128 121 115 109 104 99 95 91 87 84 81 78 75 73

0.03 0.04 0.06 0.07 0.09 0.11 0.13 0.15 0.17 0.20 0.22 0.25 0.28 0.32 0.35 0.39 0.42 0.46 0.50 0.55 0.59 0.64 0.69 0.74 0.79 0.90 1.01 1.14 1.27 1.40 1.55 1.70 1.85 2.02 2.19 2.37 2.56 2.75 2.95 3.16

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 644 513 ** 515 388 ** 386 264 ** V, kips Sx, In.3 598 464 ** 478 350 ** 359 237 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

93

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 54 56 5/8 183.27 0.625 Inches

Fy=46

y x x

y

SAW

22 X 20

24 X 22

1/2 149.47 0.500 * Inches 3/8 113.43 0.375 * 662 638 547 478 425 383 348 319 294 273 255 239 225 213 201 191 182 174 166 159 153 147 142 137 132 128 120 113 106 101 96 91 87 83 80 77 74 71 68 0.02 0.04 0.05 0.06 0.08 0.10 0.12 0.14 0.17 0.19 0.22 0.25 0.29 0.32 0.36 0.40 0.44 0.48 0.52 0.57 0.62 0.67 0.72 0.78 0.83 0.89 1.01 1.14 1.28 1.43 1.58 1.75 1.92 2.09 2.28 2.47 2.68 2.89 3.10 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 28 30 32 34 36 38 40 42 44 46 48 50 51 5/8 166.25 0.625 1010 984 844 738 656 591 537 492 454 422 394 369 347 328 311 295 281 268 257 246 236 227 211 197 185 174 164 155 148 141 134 128 123 118 116 0.03 0.05 0.06 0.08 0.11 0.13 0.16 0.19 0.22 0.25 0.29 0.33 0.38 0.42 0.47 0.52 0.57 0.63 0.69 0.75 0.81 0.88 1.02 1.17 1.33 1.50 1.68 1.87 2.08 2.29 2.51 2.75 2.99 3.24 3.38 Inches

1/2 135.86 0.500 * 810 807 691 605 538 484 440 403 372 346 323 302 285 269 255 242 230 220 210 202 194 186 173 161 151 142 134 127 121 115 110 105 101 97 95

Inches

3/8 103.22 0.375 *

Inches

1100 1030 897 797 718 652 598 552 513 478 449 422 399 378 359 342 326 312 299 287 276 266 256 247 239 224 211 199 189 179 171 163 156 150 144 138 133 128

0.04 0.06 0.08 0.10 0.12 0.14 0.17 0.20 0.23 0.27 0.30 0.34 0.39 0.43 0.48 0.52 0.58 0.63 0.69 0.74 0.80 0.87 0.93 1.00 1.07 1.22 1.38 1.54 1.72 1.90 2.10 2.30 2.52 2.74 2.97 3.22 3.47 3.73

883 804 704 626 563 512 469 433 402 375 352 331 313 296 282 268 256 245 235 225 217 209 201 194 188 176 166 156 148 141 134 128 122 117 113 108 104 101

0.04 0.05 0.07 0.09 0.11 0.14 0.16 0.19 0.22 0.25 0.29 0.32 0.36 0.40 0.45 0.49 0.54 0.59 0.65 0.70 0.76 0.82 0.88 0.94 1.01 1.15 1.29 1.45 1.62 1.79 1.98 2.17 2.37 2.58 2.80 3.03 3.27 3.51

0.03 0.05 0.06 0.08 0.10 0.13 0.15 0.18 0.22 0.25 0.29 0.33 0.37 0.41 0.46 0.51 0.56 0.62 0.67 0.73 0.80 0.86 1.00 1.15 1.30 1.47 1.65 1.84 2.04 2.25 2.46 2.69 2.93 3.18 3.31

607 552 473 414 368 331 301 276 255 237 221 207 195 184 174 166 158 151 144 138 132 127 118 110 104 97 92 87 83 79 75 72 69 66 65

0.03 0.04 0.06 0.07 0.09 0.11 0.14 0.16 0.19 0.22 0.25 0.29 0.33 0.37 0.41 0.45 0.50 0.55 0.60 0.65 0.70 0.76 0.88 1.01 1.15 1.30 1.46 1.63 1.80 1.99 2.18 2.38 2.60 2.82 2.93

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 552 390 442 306 ** 331 208 ** V, kips Sx, In.3 506 321 405 263 ** 304 180 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

94

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 36 38 40 42 44 46 5/8 149.24 0.625 920 874 749 655 582 524 477 437 403 374 349 328 308 291 276 262 250 238 228 218 210 202 194 187 181 175 169 164 159 154 146 138 131 119 125 113 119 108 114 104 0.04 0.06 0.08 0.10 0.13 0.16 0.19 0.23 0.27 0.31 0.35 0.40 0.45 0.51 0.57 0.63 0.69 0.76 0.83 0.90 0.98 1.06 1.14 1.23 1.32 1.41 1.51 1.61 1.71 1.82 2.04 2.27 2.51 2.28 2.77 2.52 3.04 2.76 3.32 3.02 Inches

Fy=46

y x x

y

SAW

20 X 16

20 X 18

1/2 122.25 0.500 736 669 573 501 446 401 365 334 309 287 267 251 236 223 211 201 191 182 174 167 160 154 149 143 138 134 129 125 122 118 111 106 0.04 0.05 0.07 0.09 0.12 0.14 0.17 0.21 0.24 0.28 0.32 0.37 0.41 0.46 0.52 0.57 0.63 0.69 0.76 0.82 0.89 0.97 1.04 1.12 1.20 1.28 1.37 1.46 1.55 1.65 1.85 2.06 Inches 3 /8 93.01 0.375 * 552 469 402 352 313 282 256 235 217 201 188 176 166 156 148 141 134 128 122 117 113 108 104 101 97 94 91 88 85 83 78 74 0.03 0.05 0.06 0.08 0.10 0.13 0.16 0.19 0.22 0.25 0.29 0.33 0.37 0.42 0.47 0.52 0.57 0.63 0.68 0.74 0.81 0.87 0.94 1.01 1.09 1.16 1.24 1.32 1.41 1.49 1.67 1.87 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 32 34 36 38 40 42 44 46 5/8 140.73 0.625 Inches

1/2 115.45 0.500 736 732 610 523 458 407 366 333 305 282 262 244 229 215 203 193 183 174 166 159 153 146 141 136 131 122 114 108

Inches

3/8 87.91 0.375 *

Inches

­

100

­

2.28

­

70

­

2.07

­

96

­

2.52

­

67

­

2.28

­

91

­

2.76

­

64

­

2.50

­

87

­

3.02

­

61

­

2.73

920 796 682 597 531 478 434 398 367 341 318 299 281 265 251 239 227 217 208 199 191 184 177 171 159 149 140 133 121 126 114 119 109 114 103 109 99 104 94

0.04 0.06 0.08 0.10 0.13 0.16 0.19 0.23 0.27 0.31 0.35 0.40 0.45 0.51 0.57 0.63 0.69 0.76 0.83 0.90 0.98 1.06 1.14 1.23 1.41 1.61 1.82 2.04 1.85 2.27 2.06 2.51 2.28 2.77 2.52 3.04 2.76 3.32 3.02

0.02 0.04 0.05 0.07 0.09 0.12 0.14 0.17 0.21 0.24 0.28 0.32 0.37 0.41 0.46 0.52 0.57 0.63 0.69 0.76 0.82 0.89 0.97 1.04 1.12 1.28 1.46 1.65

552 541 451 386 338 301 270 246 225 208 193 180 169 159 150 142 135 129 123 118 113 108 104 100 97 90 85 80

0.02 0.03 0.05 0.07 0.09 0.11 0.14 0.16 0.20 0.23 0.27 0.31 0.35 0.39 0.44 0.49 0.55 0.60 0.66 0.72 0.78 0.85 0.92 0.99 1.07 1.23 1.40 1.58

Span in Feet

Span in Feet

­

102

­

1.85

­

75

­

1.77

­

96

­

2.06

­

71

­

1.97

­

92

­

2.28

­

68

­

2.18

­

87

­

2.52

­

64

­

2.40

­

83

­

2.76

­

61

­

2.64

­

80

­

3.02

­

59

­

2.88

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 460 259 368 218 276 153 ** V, kips Sx, In.3 460 236 368 199 276 147 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

95

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 32 34 38 42 46 5/8 123.72 0.625 920 765 638 546 478 425 383 348 319 294 273 255 239 225 213 201 191 182 174 166 159 153 147 142 129 137 124 128 116 120 109 113 102 101 92 91 83 83 76 0.03 0.04 0.06 0.08 0.10 0.13 0.16 0.19 0.23 0.27 0.31 0.35 0.40 0.45 0.51 0.57 0.63 0.69 0.76 0.83 0.90 0.98 1.06 1.14 1.04 1.23 1.12 1.41 1.28 1.61 1.46 1.82 1.65 2.27 2.06 2.77 2.52 3.32 3.02

Fy=46

y x x

y

SAW

20 X 12

Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 32 34 36 38 42 5/8 115.21 0.625 828 815 652 543 466 407 362 326 296 272 251 233 217 204 192 181 172 163 155 148 142 136 130 125 121 110 116 106 109 99 102 93 96 87 91 82 86 78 78 71 1/2 95.03 0.500

18 X 12

Inches 3/8 72.59 0.375 0.02 0.03 0.04 0.06 0.09 0.11 0.14 0.17 0.21 0.25 0.29 0.34 0.39 0.45 0.50 0.57 0.63 0.70 0.77 0.84 0.92 1.01 1.09 1.18 1.27 1.16 1.37 1.24 1.57 1.43 1.79 1.62 2.02 1.83 2.26 2.06 2.52 2.29 3.08 2.80 Inches

662 559 466 399 349 310 279 254 233 215 200 186 175 164 155 147 140 133 127 121 116 112 107 103 94 100 91 93 85 87 79 82 75 78 71 74 67 67 60

497 397 331 284 248 221 199 181 166 153 142 132 124 117 110 105 99 95 90 86 83 79 76

0.03 0.04 0.06 0.08 0.10 0.13 0.16 0.19 0.23 0.27 0.31 0.36 0.41 0.46 0.51 0.57 0.63 0.70 0.77 0.84 0.91 0.99 1.07

Span in Feet

Span in Feet

­

74

­

1.16

­

71

­

1.24

­

66

­

1.43

­

62

­

1.62

­

58

­

1.83

­

55

­

2.06

­

52

­

2.29

­

47

­

2.80

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 460 189 V, kips Sx, In.3 414 161 331 138 248 108

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

96

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 32 34 36 37 5/8 106.71 0.625 736 688 551 459 393 344 306 275 250 229 212 197 184 172 162 153 145 138 131 125 120 115 110 106 102 93 98 89 92 83 86 78 81 74 76 70 74 68 0.02 0.03 0.05 0.07 0.10 0.13 0.16 0.20 0.24 0.28 0.33 0.38 0.44 0.50 0.57 0.64 0.71 0.79 0.87 0.95 1.04 1.13 1.23 1.33 1.43 1.30 1.54 1.40 1.77 1.61 2.01 1.83 2.27 2.06 2.54 2.31 2.69 2.44

Fy=46

y x x

y

SAW

16 X 12

Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1/2 81.42 0.500 515 490 392 327 280 245 218 196 178 163 151 140 131 123 115 109 103 98 93 89 85 82 78 75 73 66 70 64 68 61 65 59 63 58 61 56 0.02 0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.27 0.32 0.38 0.44 0.50 0.57 0.65 0.73 0.81 0.90 0.99 1.09 1.19 1.29 1.40 1.52 1.64 1.49 1.76 1.60 1.89 1.72 2.02 1.84 2.16 1.96 2.30 2.09 Inches

14 X 12

3/8 62.39 0.375 386 351 281 234 201 175 156 140 128 117 108 100 94 88 83 78 74 70 67 64 61 58 56 54 0.02 0.03 0.05 0.07 0.10 0.13 0.17 0.20 0.25 0.29 0.34 0.40 0.46 0.52 0.59 0.66 0.74 0.82 0.90 0.99 1.08 1.17 1.27 1.38 Inches

Span in Feet

Span in Feet

­

52

­

1.49

­

50

­

1.60

­

48

­

1.72

­

47

­

1.84

­

45 ­44

­

1.96 -­ 2.09

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 368 136 V, kips Sx, In.3 258 96.9 193 76.3

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

97

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 259.83 Inches

Fy=46

y x x

y

SAW

30 X 30

32 X 32

1/2 210.72 0.500 * 1180 1160 1030 927 843 773 713 662 618 580 546 515 488 464 442 422 403 386 371 357 343 331 320 309 290 273 258 244 232 221 211 202 193 185 172 160 150 141 132 125 0.03 0.05 0.06 0.07 0.09 0.10 0.12 0.14 0.16 0.18 0.21 0.23 0.26 0.28 0.31 0.34 0.38 0.41 0.45 0.48 0.52 0.56 0.60 0.64 0.73 0.82 0.92 1.03 1.14 1.26 1.38 1.51 1.64 1.78 2.08 2.40 2.74 3.10 3.49 3.90 Inches 3/8 159.37 0.375 * 883 782 695 626 569 521 481 447 417 391 368 348 329 313 298 284 272 261 250 241 232 223 216 209 196 184 174 165 156 149 142 136 130 125 116 108 101 95 89 85 0.03 0.04 0.05 0.06 0.08 0.09 0.11 0.12 0.14 0.16 0.18 0.20 0.23 0.25 0.28 0.30 0.33 0.36 0.39 0.42 0.46 0.49 0.53 0.56 0.64 0.72 0.81 0.90 1.00 1.10 1.21 1.33 1.44 1.57 1.83 2.11 2.41 2.73 3.07 3.43 Inches

Nominal Size Wall Thickness Weight Per Foot 5/8 242.82 Inches

1/2 197.11 0.500 *

Inches

3/8 149.16 0.375 * 828 804 704 626 563 512 469 433 402 375 352 331 313 296 282 268 256 245 235 225 217 209 201 194 188 176 166 156 148 141 134 128 122 117 113 104 97 91 85 80

Inches

Design Wall Thickness 0.625 * 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 54 58 62 66 70 74

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 54 58 62 66 70

1470 1380 1240 1130 1040 957 888 829 777 732 691 655 622 592 565 541 518 498 478 461 444 429 415 389 366 346 327 311 296 283 270 259 249 230 214 201 188 178 168

0.05 0.06 0.08 0.09 0.11 0.13 0.15 0.18 0.20 0.23 0.25 0.28 0.31 0.35 0.38 0.42 0.45 0.49 0.53 0.57 0.62 0.66 0.71 0.80 0.91 1.02 1.13 1.26 1.38 1.52 1.66 1.81 1.96 2.29 2.64 3.02 3.42 3.84 4.30

1380 1240 1120 1020 932 861 799 746 699 658 622 589 559 533 509 486 466 447 430 414 400 386 373 350 329 311 294 280 266 254 243 233 224 207 193 180 170 160

0.06 0.07 0.09 0.10 0.12 0.15 0.17 0.19 0.22 0.25 0.28 0.31 0.34 0.38 0.42 0.45 0.50 0.54 0.58 0.63 0.67 0.72 0.77 0.88 0.99 1.11 1.24 1.38 1.52 1.66 1.82 1.98 2.15 2.51 2.89 3.30 3.74 4.21

1100 1040 926 834 758 695 641 595 556 521 490 463 439 417 397 379 362 347 333 321 309 298 287 278 260 245 232 219 208 198 189 181 174 167 154 144 134 126 119

0.04 0.05 0.06 0.08 0.09 0.11 0.13 0.15 0.17 0.20 0.22 0.25 0.28 0.31 0.34 0.38 0.41 0.45 0.49 0.53 0.57 0.61 0.65 0.70 0.80 0.90 1.01 1.12 1.24 1.37 1.50 1.64 1.79 1.94 2.27 2.61 2.99 3.39 3.81

0.02 0.03 0.04 0.06 0.07 0.08 0.10 0.12 0.13 0.15 0.18 0.20 0.22 0.25 0.27 0.30 0.33 0.36 0.40 0.43 0.46 0.50 0.54 0.58 0.62 0.70 0.79 0.89 0.99 1.10 1.21 1.33 1.45 1.58 1.71 2.00 2.31 2.64 2.99 3.36

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 736 676 ** 589 504 ** 442 340 ** V, kips Sx, In.3 690 608 ** 552 453 ** 414 306 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

98

Span in Feet

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 225.80 Inches

Fy=46

y x x

y

SAW

26 X 26

28 X 28

1/2 183.50 0.500 * Inches 3/8 138.95 0.375 * 773 718 628 558 502 457 419 386 359 335 314 295 279 264 251 239 228 218 209 201 193 186 179 173 167 157 148 140 132 126 120 114 109 105 100 97 90 84 78 77 0.03 0.04 0.05 0.06 0.08 0.09 0.11 0.13 0.15 0.17 0.19 0.22 0.25 0.27 0.30 0.33 0.37 0.40 0.44 0.47 0.51 0.55 0.59 0.64 0.68 0.77 0.87 0.98 1.09 1.21 1.33 1.47 1.60 1.74 1.89 2.05 2.37 2.72 3.10 3.20 Inches

Nominal Size Wall Thickness Weight Per Foot 5/8 208.79 Inches

1/2 169.89 0.500 * 957 944 826 734 661 601 550 508 472 440 413 389 367 348 330 315 300 287 275 264 254 245 236 228 220 206 194 183 174 165 157 150 144 138 132 127 122 118 114 110

Inches

3/8 128.74 0.375 *

Inches

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 56 60 64 65

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60

1290 1250 1110 997 907 831 767 712 665 623 587 554 525 499 475 453 434 416 399 384 369 356 344 332 312 293 277 262 249 237 227 217 208 199 192 178 166 156 153

0.05 0.06 0.08 0.10 0.12 0.14 0.16 0.19 0.21 0.24 0.27 0.31 0.34 0.38 0.42 0.46 0.50 0.55 0.59 0.64 0.69 0.75 0.80 0.86 0.97 1.10 1.23 1.37 1.52 1.68 1.84 2.01 2.19 2.38 2.57 2.98 3.42 3.89 4.02

1030 932 828 745 677 621 573 532 497 466 438 414 392 373 355 339 324 311 298 287 276 266 257 248 233 219 207 196 186 177 169 162 155 149 143 133 124 116 115

0.04 0.05 0.07 0.09 0.10 0.12 0.15 0.17 0.19 0.22 0.25 0.28 0.31 0.34 0.38 0.42 0.45 0.49 0.54 0.58 0.63 0.67 0.72 0.77 0.88 0.99 1.11 1.24 1.37 1.52 1.66 1.82 1.98 2.15 2.32 2.69 3.09 3.52 3.63

1200 1100 977 880 800 733 677 628 586 550 517 489 463 440 419 400 382 366 352 338 326 314 303 293 275 259 244 231 220 209 200 191 183 176 169 163 157 152 147

0.05 0.07 0.09 0.11 0.13 0.15 0.18 0.21 0.24 0.27 0.31 0.34 0.38 0.42 0.47 0.51 0.56 0.61 0.66 0.71 0.77 0.83 0.89 0.95 1.08 1.22 1.37 1.53 1.69 1.86 2.05 2.24 2.43 2.64 2.86 3.08 3.31 3.55 3.80

0.03 0.05 0.06 0.08 0.10 0.12 0.14 0.16 0.19 0.22 0.25 0.28 0.31 0.35 0.38 0.42 0.46 0.51 0.55 0.60 0.65 0.70 0.75 0.81 0.86 0.98 1.11 1.24 1.38 1.53 1.69 1.85 2.03 2.21 2.39 2.59 2.79 3.00 3.22 3.45

718 636 557 495 445 405 371 343 318 297 278 262 247 234 223 212 202 194 186 178 171 165 159 154 148 139 131 124 117 111 106 101 97 93 89 86 82 80 77 74

0.03 0.04 0.05 0.07 0.08 0.10 0.12 0.14 0.16 0.19 0.22 0.24 0.27 0.30 0.34 0.37 0.41 0.44 0.48 0.53 0.57 0.61 0.66 0.71 0.76 0.86 0.97 1.09 1.21 1.34 1.48 1.63 1.78 1.94 2.10 2.27 2.45 2.64 2.83 3.03

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 644 542 ** 515 405 ** 386 273 ** V, kips Sx, In.3 598 478 ** 478 359 ** 359 242 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

99

Span in Feet

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 191.78 Inches

Fy=46

y x x

y

SAW

22 X 22

24 X 24

1/2 156.28 0.500 * Inches 3/8 118.53 0.375 * 662 650 557 488 433 390 355 325 300 279 260 244 229 217 205 195 186 177 170 163 156 150 144 139 135 130 122 115 108 103 98 93 89 85 81 78 75 72 70 0.02 0.03 0.05 0.06 0.08 0.09 0.11 0.14 0.16 0.18 0.21 0.24 0.27 0.31 0.34 0.38 0.42 0.46 0.50 0.54 0.59 0.64 0.69 0.74 0.79 0.85 0.97 1.09 1.22 1.36 1.51 1.66 1.83 2.00 2.17 2.36 2.55 2.75 2.96 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 51 5/8 174.76 0.625 Inches

1/2 142.67 0.500 *

Inches

3/8 108.32 0.375 * 607 564 484 423 376 339 308 282 260 242 226 212 199 188 178 169 161 154 147 141 135 130 125 121 117 113 106 100 94 89 85 81 77 74 71 68 66

Inches

Design Wall Thickness 0.625 * 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 54 56

1100 1100 959 853 767 698 639 590 548 512 480 451 426 404 384 365 349 334 320 307 295 284 274 265 256 240 226 213 202 192 183 174 167 160 153 148 142 137

0.04 0.06 0.08 0.10 0.12 0.14 0.17 0.20 0.23 0.27 0.30 0.34 0.38 0.43 0.47 0.52 0.57 0.63 0.68 0.74 0.80 0.86 0.93 1.00 1.07 1.21 1.37 1.53 1.71 1.89 2.09 2.29 2.50 2.73 2.96 3.20 3.45 3.71

883 825 722 642 578 525 481 444 413 385 361 340 321 304 289 275 263 251 241 231 222 214 206 199 193 181 170 160 152 144 138 131 126 120 116 111 107 103

0.04 0.05 0.07 0.09 0.11 0.13 0.15 0.18 0.21 0.24 0.28 0.31 0.35 0.39 0.43 0.47 0.52 0.57 0.62 0.67 0.73 0.78 0.84 0.90 0.97 1.10 1.24 1.39 1.55 1.72 1.90 2.08 2.27 2.48 2.69 2.91 3.13 3.37

1010 912 798 709 638 580 532 491 456 426 399 376 355 336 319 304 290 278 266 255 246 236 228 220 213 200 188 177 168 160 152 145 139 133 128 125

0.05 0.06 0.08 0.11 0.13 0.16 0.19 0.22 0.25 0.29 0.33 0.38 0.42 0.47 0.52 0.57 0.63 0.69 0.75 0.81 0.88 0.95 1.02 1.09 1.17 1.33 1.50 1.68 1.87 2.08 2.29 2.51 2.75 2.99 3.24 3.38

810 715 626 556 500 455 417 385 357 334 313 294 278 263 250 238 227 218 209 200 192 185 179 173 167 156 147 139 132 125 119 114 109 104 100 98

0.04 0.06 0.08 0.10 0.12 0.15 0.18 0.21 0.24 0.27 0.31 0.35 0.39 0.44 0.49 0.54 0.59 0.64 0.70 0.76 0.82 0.89 0.95 1.02 1.10 1.25 1.41 1.58 1.76 1.95 2.15 2.36 2.58 2.80 3.04 3.17

0.03 0.04 0.05 0.07 0.09 0.11 0.13 0.15 0.18 0.21 0.24 0.27 0.31 0.35 0.39 0.43 0.47 0.52 0.56 0.62 0.67 0.72 0.78 0.84 0.90 0.96 1.09 1.23 1.38 1.54 1.71 1.88 2.07 2.26 2.46 2.67 2.78

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 552 417 ** 442 314 ** 331 212 ** V, kips Sx, In.3 506 347 405 272 ** 304 184 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

100

Span in Feet

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 42 44 46 5/8 157.75 0.625 920 868 744 651 579 521 473 434 401 372 347 325 306 289 274 260 248 237 226 217 208 200 193 186 180 174 168 163 158 153 149 145 141 137 134 130 124 118 113 0.04 0.05 0.07 0.09 0.12 0.14 0.17 0.21 0.24 0.28 0.32 0.37 0.41 0.46 0.52 0.57 0.63 0.69 0.76 0.82 0.89 0.97 1.04 1.12 1.20 1.28 1.37 1.46 1.55 1.65 1.75 1.85 1.95 2.06 2.17 2.28 2.52 2.76 3.02 Inches

Fy=46

y x x

y

SAW

18 X 18

20 X 20

1/2 129.06 0.500 * 736 711 610 534 474 427 388 356 328 305 285 267 251 237 225 213 203 194 186 178 171 164 158 152 147 142 138 133 129 126 122 119 115 112 109 107 102 97 93 0.03 0.05 0.07 0.09 0.11 0.14 0.17 0.20 0.24 0.27 0.31 0.36 0.40 0.45 0.50 0.56 0.62 0.68 0.74 0.80 0.87 0.94 1.02 1.10 1.18 1.26 1.34 1.43 1.52 1.62 1.71 1.81 1.91 2.02 2.13 2.24 2.47 2.71 2.96 Inches 3 /8 98.12 0.375 * 552 485 415 363 323 291 264 242 224 208 194 182 171 162 153 145 138 132 126 121 116 112 108 104 100 97 94 91 88 86 83 81 79 77 75 73 69 66 63 0.03 0.04 0.06 0.08 0.10 0.12 0.15 0.18 0.21 0.24 0.28 0.32 0.36 0.40 0.44 0.49 0.54 0.60 0.65 0.71 0.77 0.83 0.90 0.97 1.04 1.11 1.18 1.26 1.34 1.42 1.51 1.60 1.69 1.78 1.87 1.97 2.17 2.39 2.61 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 40 42 5/8 140.73 0.625 Inches

1/2 115.45 0.500

Inches

3/8 87.91 0.375 * 497 489 408 350 306 272 245 222 204 188 175 163 153 144 136 129 122 117 111 106 102 98 94 91 87 84 82 79 76 74 72 70 68 66 64

Inches

828 756 648 567 504 453 412 378 349 324 302 283 267 252 239 227 216 206 197 189 181 174 168 162 156 151 146 142 137 133 130 126 123 119 113 103 108 98

0.04 0.06 0.09 0.11 0.14 0.17 0.21 0.25 0.29 0.34 0.39 0.45 0.50 0.57 0.63 0.70 0.77 0.84 0.92 1.01 1.09 1.18 1.27 1.37 1.47 1.57 1.68 1.79 1.90 2.02 2.14 2.26 2.39 2.52 2.79 2.54 3.08 2.80

662 580 497 435 386 348 316 290 268 248 232 217 205 193 183 174 166 158 151 145 139 134 129 124 120 116 112 109 105 102 99 97 94 92

0.04 0.06 0.08 0.10 0.13 0.16 0.19 0.23 0.27 0.31 0.36 0.41 0.46 0.51 0.57 0.63 0.70 0.77 0.84 0.91 0.99 1.07 1.16 1.24 1.33 1.43 1.52 1.62 1.73 1.83 1.94 2.06 2.17 2.29

0.02 0.04 0.05 0.07 0.09 0.12 0.14 0.17 0.21 0.24 0.28 0.32 0.37 0.42 0.47 0.52 0.58 0.63 0.70 0.76 0.83 0.90 0.97 1.05 1.13 1.21 1.29 1.38 1.47 1.57 1.66 1.76 1.86 1.97 2.08

Span in Feet

Span in Feet

­

87

­

2.54

­

61

­

2.30

­

83

­

2.80

­

58

­

2.54

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 460 283 368 232 ** 276 158 ** V, kips Sx, In.3 414 224 331 189 248 133 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

101

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 225.80 Inches

Fy=50

y x x

y

SAW

30 X 24

32 X 24

1/2 183.50 0.500 * Inches 3/8 138.95 0.375 * 960 897 785 698 628 571 523 483 449 419 393 369 349 331 314 299 285 273 262 251 242 233 224 217 209 196 185 174 165 157 150 143 137 131 126 121 112 105 98 92 0.03 0.04 0.05 0.06 0.08 0.09 0.11 0.13 0.15 0.18 0.20 0.23 0.25 0.28 0.31 0.34 0.38 0.41 0.45 0.49 0.53 0.57 0.61 0.66 0.70 0.80 0.90 1.01 1.13 1.25 1.38 1.51 1.65 1.80 1.95 2.11 2.44 2.81 3.19 3.60 Inches

Nominal Size Wall Thickness Weight Per Foot 5/8 217.30 Inches

1/2 176.70 0.500 *

Inches

3/8 133.84 0.375 * 900 817 715 636 572 520 477 440 409 381 358 336 318 301 286 272 260 249 238 229 220 212 204 197 191 179 168 159 151 143 136 130 124 119 114 110 106 102 99 95 89

Inches

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 56 60 64 68

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 64

1600 1520 1350 1210 1100 1010 932 866 808 758 713 673 638 606 577 551 527 505 485 466 449 433 418 404 379 356 337 319 303 289 275 263 253 242 233 216 202 189 178

0.05 0.06 0.08 0.10 0.12 0.14 0.16 0.19 0.21 0.24 0.28 0.31 0.34 0.38 0.42 0.46 0.50 0.55 0.59 0.64 0.69 0.75 0.80 0.86 0.97 1.10 1.23 1.37 1.52 1.68 1.84 2.01 2.19 2.38 2.57 2.98 3.43 3.90 4.40

1280 1150 1020 918 835 765 706 656 612 574 540 510 483 459 437 417 399 383 367 353 340 328 317 306 287 270 255 242 230 219 209 200 191 184 177 164 153 143 135

0.04 0.06 0.07 0.09 0.11 0.13 0.15 0.17 0.20 0.22 0.25 0.28 0.32 0.35 0.38 0.42 0.46 0.50 0.55 0.59 0.64 0.68 0.73 0.79 0.89 1.01 1.13 1.26 1.40 1.54 1.69 1.85 2.01 2.18 2.36 2.74 3.14 3.58 4.04

1500 1390 1230 1110 1010 925 854 793 740 694 653 617 584 555 529 505 483 463 444 427 411 396 383 370 347 326 308 292 278 264 252 241 231 222 213 206 198 191 185 173

0.05 0.06 0.08 0.10 0.12 0.15 0.17 0.20 0.23 0.26 0.29 0.33 0.37 0.41 0.45 0.49 0.54 0.58 0.63 0.69 0.74 0.80 0.85 0.91 1.04 1.17 1.32 1.47 1.62 1.79 1.97 2.15 2.34 2.54 2.75 2.96 3.18 3.42 3.66 4.16

1200 1050 931 838 762 698 645 599 559 524 493 466 441 419 399 381 364 349 335 322 310 299 289 279 262 246 233 221 210 200 190 182 175 168 161 155 150 144 140 131

0.05 0.06 0.08 0.09 0.11 0.13 0.16 0.18 0.21 0.24 0.27 0.30 0.33 0.37 0.41 0.45 0.49 0.53 0.58 0.63 0.68 0.73 0.78 0.83 0.95 1.07 1.20 1.34 1.48 1.64 1.80 1.96 2.14 2.32 2.51 2.70 2.91 3.12 3.34 3.80

0.03 0.04 0.05 0.07 0.08 0.10 0.12 0.14 0.16 0.19 0.21 0.24 0.27 0.30 0.33 0.36 0.40 0.44 0.48 0.52 0.56 0.60 0.65 0.69 0.74 0.84 0.95 1.07 1.19 1.32 1.46 1.60 1.75 1.90 2.06 2.23 2.41 2.59 2.77 2.97 3.38

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 800 606 ** 640 459 ** 480 314 ** V, kips Sx, In.3 750 555 ** 600 419 ** 450 286 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

102

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 208.79 Inches

Fy=50

y x x

y

SAW

26 X 24

28 X 24

1/2 169.89 0.500 * 1120 1090 953 847 762 693 635 586 544 508 476 448 423 401 381 363 346 331 318 305 293 282 272 263 254 238 224 212 201 191 181 173 166 159 152 147 141 136 131 127 0.04 0.05 0.06 0.08 0.10 0.12 0.14 0.17 0.19 0.22 0.25 0.29 0.32 0.36 0.40 0.44 0.48 0.52 0.57 0.62 0.67 0.72 0.78 0.83 0.89 1.01 1.14 1.28 1.43 1.58 1.75 1.92 2.10 2.28 2.48 2.68 2.89 3.11 3.33 3.57 Inches 3/8 128.74 0.375 * 840 740 648 576 518 471 432 398 370 345 324 305 288 273 259 247 235 225 216 207 199 192 185 179 173 162 152 144 136 130 123 118 113 108 104 100 96 93 89 86 0.03 0.04 0.06 0.07 0.09 0.11 0.13 0.15 0.17 0.20 0.22 0.25 0.28 0.32 0.35 0.39 0.42 0.46 0.51 0.55 0.59 0.64 0.69 0.74 0.79 0.90 1.01 1.14 1.27 1.40 1.55 1.70 1.86 2.02 2.19 2.37 2.56 2.75 2.95 3.16 Inches

Nominal Size Wall Thickness Weight Per Foot 5/8 200.28 Inches

1/2 163.08 0.500 * 1040 983 860 764 688 625 573 529 491 459 430 405 382 362 344 328 313 299 287 275 265 255 246 237 229 215 202 191 181 172 164 156 150 143 138 132 127 125

Inches

3/8 123.64 0.375 *

Inches

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 54 55

1400 1260 1120 1010 918 842 777 721 673 631 594 561 532 505 481 459 439 421 404 388 374 361 348 337 316 297 281 266 253 240 230 220 210 202 194 187 180 174 168

0.05 0.07 0.09 0.11 0.13 0.16 0.18 0.21 0.24 0.28 0.31 0.35 0.39 0.43 0.48 0.53 0.57 0.63 0.68 0.73 0.79 0.85 0.91 0.98 1.11 1.26 1.41 1.57 1.74 1.92 2.10 2.30 2.50 2.72 2.94 3.17 3.41 3.66 3.91

1300 1140 1020 914 831 762 703 653 609 571 538 508 481 457 435 415 397 381 366 352 339 326 315 305 286 269 254 241 229 218 208 199 190 183 176 169 166

0.06 0.07 0.09 0.12 0.14 0.17 0.20 0.23 0.26 0.30 0.34 0.38 0.42 0.47 0.52 0.57 0.62 0.67 0.73 0.79 0.85 0.92 0.98 1.05 1.20 1.35 1.52 1.69 1.87 2.06 2.27 2.48 2.70 2.93 3.16 3.41 3.54

0.04 0.05 0.07 0.09 0.11 0.13 0.15 0.18 0.21 0.24 0.27 0.31 0.34 0.38 0.43 0.47 0.51 0.56 0.61 0.66 0.72 0.78 0.83 0.89 0.96 1.09 1.23 1.38 1.54 1.70 1.88 2.06 2.25 2.45 2.66 2.88 3.10 3.22

780 669 585 520 468 425 390 360 334 312 293 275 260 246 234 223 213 203 195 187 180 173 167 161 156 146 138 130 123 117 111 106 102 98 94 90 87 85

0.03 0.05 0.06 0.08 0.09 0.11 0.14 0.16 0.18 0.21 0.24 0.27 0.30 0.34 0.38 0.41 0.46 0.50 0.54 0.59 0.64 0.69 0.74 0.79 0.85 0.96 1.09 1.22 1.36 1.51 1.66 1.82 1.99 2.17 2.35 2.54 2.74 2.85

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 700 505 ** 560 381 ** 420 259 ** V, kips Sx, In.3 650 457 ** 520 344 ** 390 234 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

103

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 51 5/8 183.27 0.625 Inches

Fy=50

y x x

y

SAW

22 X 20

24 X 22

1/2 149.47 0.500 * Inches 3 /8 113.43 0.375 * 720 680 583 510 453 408 371 340 314 291 272 255 240 227 215 204 194 185 177 170 163 157 151 146 141 136 128 120 113 107 102 97 93 89 85 82 80 0.03 0.04 0.05 0.07 0.09 0.11 0.13 0.15 0.18 0.21 0.24 0.27 0.30 0.34 0.38 0.42 0.47 0.51 0.56 0.61 0.66 0.71 0.77 0.83 0.89 0.95 1.08 1.22 1.37 1.52 1.69 1.86 2.04 2.23 2.43 2.64 2.74 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 47 5/8 166.25 0.625 1100 1070 917 803 713 642 584 535 494 459 428 401 378 357 338 321 306 292 279 268 257 247 238 229 221 214 201 189 178 169 161 153 146 140 137 0.04 0.05 0.07 0.09 0.11 0.14 0.17 0.20 0.24 0.28 0.32 0.36 0.41 0.46 0.51 0.56 0.62 0.68 0.75 0.81 0.88 0.95 1.03 1.11 1.19 1.27 1.44 1.63 1.83 2.04 2.26 2.49 2.73 2.98 3.12 Inches

1/2 135.86 0.500 * 880 863 740 648 576 518 471 432 398 370 345 324 305 288 273 259 247 235 225 216 207 199 192 185 179 173 162 152 144 136 130 123 118 113 110

Inches

3/8 103.22 0.375 *

Inches

1200 1110 975 867 780 709 650 600 557 520 488 459 433 411 390 371 355 339 325 312 300 289 279 269 260 244 229 217 205 195 186 177 170 163 156 153

0.05 0.06 0.08 0.10 0.13 0.16 0.19 0.22 0.25 0.29 0.33 0.37 0.42 0.47 0.52 0.57 0.63 0.68 0.74 0.81 0.87 0.94 1.01 1.09 1.16 1.32 1.49 1.68 1.87 2.07 2.28 2.50 2.74 2.98 3.23 3.36

960 860 753 669 602 547 502 463 430 401 376 354 334 317 301 287 274 262 251 241 232 223 215 208 201 188 177 167 158 151 143 137 131 125 120 118

0.04 0.06 0.08 0.10 0.12 0.14 0.17 0.20 0.23 0.27 0.31 0.35 0.39 0.43 0.48 0.53 0.58 0.63 0.69 0.75 0.81 0.87 0.94 1.01 1.08 1.23 1.38 1.55 1.73 1.92 2.11 2.32 2.53 2.76 2.99 3.11

0.03 0.05 0.07 0.09 0.11 0.14 0.16 0.20 0.23 0.27 0.31 0.35 0.39 0.44 0.49 0.54 0.60 0.66 0.72 0.78 0.85 0.92 0.99 1.07 1.15 1.23 1.40 1.57 1.77 1.97 2.18 2.40 2.64 2.88 3.01

660 590 506 443 393 354 322 295 272 253 236 221 208 197 186 177 169 161 154 148 142 136 131 126 122 118 111 104 98 93 89 84 80 77 75

0.03 0.04 0.06 0.08 0.10 0.12 0.15 0.17 0.20 0.24 0.27 0.31 0.35 0.39 0.43 0.48 0.53 0.58 0.64 0.69 0.75 0.81 0.88 0.94 1.01 1.08 1.23 1.39 1.56 1.74 1.93 2.12 2.33 2.55 2.66

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 600 390 480 301 ** 360 204 ** V, kips Sx, In.3 550 321 440 259 ** 330 177 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

104

Span in Feet

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 36 38 40 42 5/8 149.24 0.625 1000 950 814 712 633 570 518 475 438 407 380 356 335 317 300 285 271 259 248 237 228 219 211 204 196 190 184 178 173 168 158 150 136 142 130 136 123 0.04 0.06 0.08 0.11 0.14 0.17 0.21 0.25 0.29 0.33 0.38 0.44 0.49 0.55 0.62 0.68 0.75 0.83 0.90 0.98 1.07 1.15 1.24 1.34 1.44 1.54 1.64 1.75 1.86 1.97 2.21 2.46 2.24 2.73 2.48 3.01 2.74 Inches

Fy=50

y x x

y

SAW

20 X 16

20 X 18

1/2 122.25 0.500 800 727 623 545 484 436 396 363 335 311 291 273 256 242 229 218 208 198 190 182 174 168 161 156 150 145 141 136 132 128 121 0.04 0.06 0.08 0.10 0.13 0.16 0.19 0.22 0.26 0.30 0.35 0.40 0.45 0.50 0.56 0.62 0.68 0.75 0.82 0.89 0.97 1.05 1.13 1.22 1.31 1.40 1.49 1.59 1.69 1.79 2.01 Inches 3 /8 93.01 0.375 * 600 500 429 375 333 300 273 250 231 214 200 188 176 167 158 150 143 136 130 125 120 115 111 107 103 100 97 94 91 88 83 0.03 0.05 0.07 0.09 0.11 0.14 0.17 0.20 0.23 0.27 0.31 0.35 0.40 0.45 0.50 0.55 0.61 0.67 0.73 0.79 0.86 0.93 1.00 1.08 1.16 1.24 1.32 1.41 1.50 1.59 1.78 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 34 36 38 40 42 5/8 140.73 0.625 Inches

1/2 115.45 0.500 800 796 663 569 498 442 398 362 332 306 284 265 249 234 221 209 199 190 181 173 166 159 153 147 142 137 133 128 124

Inches

3/8 87.91 0.375 *

Inches

­

115

­

2.24

­

79

­

1.99

­

109

­

2.48

­

75

­

2.20

­

104

­

2.74

­

71

­

2.43

1000 865 742 649 577 519 472 433 399 371 346 325 305 288 273 260 247 236 226 216 208 200 192 185 179 173 167 162 153 139 144 131 137 124 130 118 124 112

0.04 0.06 0.08 0.11 0.14 0.17 0.21 0.25 0.29 0.33 0.38 0.44 0.49 0.55 0.62 0.68 0.75 0.83 0.90 0.98 1.07 1.15 1.24 1.34 1.44 1.54 1.64 1.75 1.97 1.79 2.21 2.01 2.46 2.24 2.73 2.48 3.01 2.74

0.02 0.04 0.06 0.08 0.10 0.13 0.16 0.19 0.22 0.26 0.30 0.35 0.40 0.45 0.50 0.56 0.62 0.68 0.75 0.82 0.89 0.97 1.05 1.13 1.22 1.31 1.40 1.49 1.59

600 580 483 414 363 322 290 264 242 223 207 193 181 171 161 153 145 138 132 126 121 116 112 107 104 100 97 94 91

0.02 0.04 0.05 0.07 0.09 0.12 0.15 0.18 0.21 0.25 0.29 0.33 0.37 0.42 0.47 0.53 0.58 0.64 0.71 0.77 0.84 0.91 0.99 1.07 1.15 1.23 1.31 1.40 1.50

Span in Feet

Span in Feet

­

117

­

1.79

­

85

­

1.69

­

111

­

2.01

­

81

­

1.89

­

105

­

2.24

­

76

­

2.11

­

100

­

2.48

­

73

­

2.34

­

95

­

2.74

­

69

­

2.58

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 500 259 400 218 300 150 ** V, kips Sx, In.3 500 236 400 199 300 145 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

105

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 32 34 38 42 5/8 123.72 0.625 1000 832 693 594 520 462 416 378 347 320 297 277 260 245 231 219 208 198 189 181 173 166 151 160 145 154 140 149 135 139 126 130 118 122 111 109 99 99 90 0.03 0.04 0.06 0.08 0.11 0.14 0.17 0.21 0.25 0.29 0.33 0.38 0.44 0.49 0.55 0.62 0.68 0.75 0.83 0.90 0.98 1.07 0.97 1.15 1.05 1.24 1.13 1.34 1.22 1.54 1.40 1.75 1.59 1.97 1.79 2.46 2.24 3.01 2.74

Fy=50

y x x

y

SAW

20 X 12

Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 32 34 36 38 5/8 115.21 0.625 900 886 708 590 506 443 394 354 322 295 272 253 236 221 208 197 186 177 169 161 154 148 142 129 136 124 131 119 127 115 118 107 111 101 104 95 98 89 93 85 1/2 95.03 0.500

18 X 12

Inches 3/8 72.59 0.375 0.02 0.03 0.05 0.07 0.09 0.12 0.15 0.19 0.23 0.27 0.32 0.37 0.43 0.49 0.55 0.61 0.68 0.76 0.84 0.92 1.00 1.09 1.19 1.08 1.28 1.17 1.38 1.26 1.49 1.35 1.71 1.55 1.94 1.77 2.19 1.99 2.46 2.23 2.74 2.49 Inches

720 607 506 434 380 337 304 276 253 234 217 202 190 179 169 160 152 145 138 132 127 121 110 117 106 112 102 108 99 101 92 95 86 89 81 84 77 80 73

540 432 360 309 270 240 216 196 180 166 154 144 135 127 120 114 108 103 98 94 90

0.03 0.04 0.06 0.08 0.11 0.14 0.17 0.21 0.25 0.29 0.34 0.39 0.44 0.50 0.56 0.62 0.69 0.76 0.83 0.91 0.99

Span in Feet

Span in Feet

­

86

­

1.08

­

83

­

1.17

­

80

­

1.26

­

77

­

1.35

­

72

­

1.55

­

68

­

1.77

­

64

­

1.99

­

60

­

2.23

­

57

­

2.49

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 500 189 V, kips Sx, In.3 450 161 360 138 270 108

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

106

HSS Beam Load Tables Rectangular Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 32 34 5/8 106.71 0.625 800 748 598 499 427 374 332 299 272 249 230 214 199 187 176 166 157 150 142 136 130 125 120 109 115 105 111 101 107 97 100 91 94 85 88 80 0.02 0.03 0.05 0.08 0.10 0.14 0.17 0.21 0.26 0.31 0.36 0.42 0.48 0.55 0.62 0.69 0.77 0.85 0.94 1.03 1.13 1.23 1.33 1.21 1.44 1.31 1.56 1.41 1.67 1.52 1.92 1.75 2.18 1.99 2.47 2.24

Fy=50

y x x

y

SAW

16 X 12

Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1/2 81.42 0.500 560 533 426 355 305 266 237 213 194 178 164 152 142 133 125 118 112 107 102 97 93 89 85 78 82 75 79 72 76 69 74 67 71 65 0.02 0.04 0.06 0.09 0.12 0.16 0.20 0.24 0.30 0.35 0.41 0.48 0.55 0.62 0.70 0.79 0.88 0.98 1.08 1.18 1.29 1.40 1.52 1.39 1.65 1.50 1.78 1.62 1.91 1.74 2.05 1.86 2.19 2.00 Inches

14 X 12

3/8 62.39 0.375 420 382 305 254 218 191 170 153 139 127 117 109 102 95 90 85 80 76 73 69 66 64 0.02 0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.27 0.32 0.37 0.43 0.50 0.57 0.64 0.72 0.80 0.89 0.98 1.07 1.17 1.28 Inches

Span in Feet

Span in Feet

­

61

­

1.39

­

59

­

1.50

­

57

­

1.62

­

55

­

1.74

­

53

­

1.86

­

51

­

2.00

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 400 136 V, kips Sx, In.3 280 96.9 210 76.3

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy.

107

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 259.83 Inches

Fy=50

y x x

y

SAW

30 X 30

32 X 32

1/2 210.72 0.500 * Inches 3/8 159.37 0.375 * 960 954 835 742 668 607 557 514 477 445 418 393 371 352 334 318 304 290 278 267 257 247 239 230 223 209 196 186 176 167 159 152 145 139 134 128 119 111 104 98 0.02 0.03 0.04 0.05 0.07 0.08 0.10 0.11 0.13 0.15 0.17 0.19 0.22 0.24 0.27 0.29 0.32 0.35 0.39 0.42 0.45 0.49 0.52 0.56 0.60 0.68 0.77 0.87 0.97 1.07 1.18 1.29 1.42 1.54 1.67 1.81 2.10 2.41 2.74 3.09 Inches

Nominal Size Wall Thickness Weight Per Foot 5/8 242.82 Inches

1/2 197.11 0.500 *

Inches

3/8 149.16 0.375 * 900 860 753 669 602 547 502 463 430 401 376 354 334 317 301 287 274 262 251 241 232 223 215 208 201 188 177 167 158 151 143 137 131 125 120 116 108 100 94

Inches

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 56 60 64 68

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 56 60 64

1600 1480 1330 1210 1110 1020 949 885 830 781 738 699 664 632 604 577 553 531 511 492 474 458 443 415 391 369 349 332 316 302 289 277 266 255 237 221 208 195

0.05 0.07 0.08 0.10 0.12 0.14 0.16 0.19 0.21 0.24 0.27 0.30 0.34 0.37 0.41 0.44 0.48 0.52 0.57 0.61 0.66 0.70 0.75 0.86 0.97 1.09 1.21 1.34 1.48 1.62 1.77 1.93 2.09 2.27 2.63 3.02 3.43 3.87

1280 1240 1100 990 900 825 762 707 660 619 582 550 521 495 471 450 430 413 396 381 367 354 341 330 309 291 275 261 248 236 225 215 206 198 190 177 165 155 146

0.04 0.05 0.06 0.08 0.09 0.11 0.13 0.15 0.17 0.19 0.22 0.25 0.27 0.30 0.34 0.37 0.40 0.44 0.48 0.51 0.55 0.60 0.64 0.68 0.78 0.88 0.99 1.10 1.22 1.34 1.47 1.61 1.75 1.90 2.06 2.38 2.74 3.12 3.52

1500 1490 1330 1190 1090 995 918 853 796 746 702 663 628 597 569 543 519 498 478 459 442 426 412 398 373 351 332 314 299 284 271 260 249 239 230 213 199 187

0.04 0.06 0.07 0.09 0.11 0.13 0.16 0.18 0.21 0.23 0.27 0.30 0.33 0.37 0.40 0.44 0.49 0.53 0.57 0.62 0.67 0.72 0.77 0.83 0.94 1.06 1.19 1.32 1.47 1.62 1.78 1.94 2.11 2.29 2.48 2.88 3.30 3.76

1200 1110 989 890 809 742 685 636 593 556 524 494 468 445 424 405 387 371 356 342 330 318 307 297 278 262 247 234 223 212 202 193 185 178 171 159 148 139

0.04 0.05 0.07 0.08 0.10 0.12 0.14 0.16 0.19 0.21 0.24 0.27 0.30 0.33 0.37 0.40 0.44 0.48 0.52 0.56 0.61 0.65 0.70 0.75 0.85 0.96 1.08 1.20 1.33 1.46 1.61 1.76 1.91 2.07 2.24 2.60 2.99 3.40

0.03 0.04 0.05 0.06 0.07 0.09 0.11 0.12 0.14 0.16 0.19 0.21 0.24 0.26 0.29 0.32 0.35 0.39 0.42 0.46 0.50 0.53 0.57 0.62 0.66 0.75 0.85 0.95 1.06 1.17 1.29 1.42 1.55 1.69 1.83 1.98 2.30 2.64 3.00

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 800 664 ** 640 495 ** 480 334 ** V, kips Sx, In.3 750 597 ** 600 445 ** 450 301**

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

108

Span in Feet

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 225.80 Inches

Fy=50

y x x

y

SAW

26 X 26

28 X 28

1/2 183.50 0.500 * Inches 3/8 138.95 0.375 * 840 769 673 598 538 489 448 414 384 359 336 316 299 283 269 256 245 234 224 215 207 199 192 186 179 168 158 149 142 135 128 122 117 112 108 103 100 96 93 90 0.03 0.04 0.05 0.07 0.08 0.10 0.12 0.14 0.16 0.18 0.21 0.23 0.26 0.29 0.32 0.36 0.39 0.43 0.47 0.51 0.55 0.59 0.64 0.68 0.73 0.83 0.94 1.05 1.17 1.30 1.43 1.57 1.72 1.87 2.03 2.19 2.36 2.54 2.73 2.92 Inches

Nominal Size Wall Thickness Weight Per Foot 5/8 208.79 Inches

1/2 169.89 0.500 * 1040 1010 880 782 704 640 587 542 503 469 440 414 391 371 352 335 320 306 293 282 271 261 251 243 235 220 207 196 185 176 168 160 153 147 141 135 130 128

Inches

3/8 128.74 0.375 *

Inches

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60

Design Wall Thickness 0.625 * 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 52 54 55

1400 1330 1180 1060 967 887 818 760 709 665 626 591 560 532 507 484 463 443 426 409 394 380 367 355 333 313 296 280 266 253 242 231 222 213 205 197 190 183 177

0.05 0.06 0.08 0.10 0.12 0.15 0.17 0.20 0.23 0.26 0.29 0.33 0.37 0.41 0.45 0.49 0.54 0.58 0.63 0.69 0.74 0.80 0.85 0.91 1.04 1.17 1.31 1.46 1.62 1.79 1.96 2.15 2.34 2.54 2.74 2.96 3.18 3.41 3.65

1120 995 884 796 724 663 612 569 531 498 468 442 419 398 379 362 346 332 318 306 295 284 274 265 249 234 221 209 199 190 181 173 166 159 153 147 142 137 133

0.04 0.06 0.07 0.09 0.11 0.13 0.16 0.18 0.21 0.23 0.27 0.30 0.33 0.37 0.40 0.44 0.49 0.53 0.57 0.62 0.67 0.72 0.77 0.83 0.94 1.06 1.19 1.33 1.47 1.62 1.78 1.94 2.11 2.29 2.48 2.68 2.88 3.09 3.30

1300 1180 1040 940 855 783 723 671 627 588 553 522 495 470 448 427 409 392 376 362 348 336 324 313 294 276 261 247 235 224 214 204 196 188 181 174 171

0.06 0.07 0.09 0.11 0.14 0.16 0.19 0.22 0.25 0.29 0.33 0.37 0.41 0.45 0.50 0.55 0.60 0.65 0.71 0.76 0.82 0.89 0.95 1.02 1.16 1.31 1.46 1.63 1.81 1.99 2.19 2.39 2.60 2.82 3.05 3.29 3.42

0.04 0.05 0.07 0.08 0.10 0.12 0.15 0.17 0.20 0.23 0.26 0.30 0.33 0.37 0.41 0.45 0.49 0.54 0.59 0.64 0.69 0.74 0.80 0.86 0.92 1.05 1.18 1.32 1.47 1.63 1.80 1.98 2.16 2.35 2.55 2.76 2.98 3.09

780 680 595 529 476 433 397 366 340 317 298 280 264 251 238 227 216 207 198 190 183 176 170 164 159 149 140 132 125 119 113 108 103 99 95 92 88 87

0.03 0.04 0.06 0.07 0.09 0.11 0.13 0.15 0.18 0.20 0.23 0.26 0.29 0.32 0.36 0.40 0.43 0.48 0.52 0.56 0.61 0.66 0.70 0.76 0.81 0.92 1.04 1.16 1.30 1.44 1.59 1.74 1.90 2.07 2.25 2.43 2.62 2.72

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 700 532 ** 560 398 ** 420 269 ** V, kips Sx, In.3 650 470 ** 520 352 ** 390 238 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

109

Span in Feet

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot 5/8 191.78 Inches

Fy=50

y x x

y

SAW

22 X 22

24 X 24

1/2 156.28 0.500 * Inches 3/8 118.53 0.375 * 720 697 597 523 464 418 380 348 322 299 279 261 246 232 220 209 199 190 182 174 167 161 155 149 144 139 131 123 116 110 105 100 95 91 87 84 82 0.03 0.04 0.05 0.06 0.08 0.10 0.12 0.15 0.17 0.20 0.23 0.26 0.29 0.33 0.36 0.40 0.45 0.49 0.53 0.58 0.63 0.68 0.74 0.79 0.85 0.91 1.03 1.17 1.31 1.46 1.62 1.78 1.96 2.14 2.33 2.53 2.63 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 47 5/8 174.76 0.625 Inches

1/2 142.67 0.500 *

Inches

3/8 108.32 0.375 * 660 603 517 453 402 362 329 302 278 259 241 226 213 201 191 181 172 165 157 151 145 139 134 129 125 121 113 106 101 95 91 86 82 79 77

Inches

Design Wall Thickness 0.625 * 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 42 44 46 48 50 51

1200 1170 1030 911 820 745 683 631 586 547 513 482 456 432 410 390 373 357 342 328 315 304 293 283 273 256 241 228 216 205 195 186 178 171 164 161

0.05 0.06 0.08 0.10 0.13 0.15 0.18 0.21 0.25 0.28 0.32 0.37 0.41 0.46 0.51 0.56 0.61 0.67 0.73 0.79 0.86 0.92 0.99 1.06 1.14 1.30 1.46 1.64 1.83 2.02 2.23 2.45 2.68 2.91 3.16 3.29

960 883 773 687 618 562 515 475 441 412 386 364 343 325 309 294 281 269 258 247 238 229 221 213 206 193 182 172 163 155 147 140 134 129 124 121

0.04 0.06 0.07 0.09 0.11 0.14 0.17 0.19 0.23 0.26 0.29 0.33 0.37 0.42 0.46 0.51 0.56 0.61 0.66 0.72 0.78 0.84 0.90 0.97 1.03 1.18 1.33 1.49 1.66 1.84 2.03 2.23 2.43 2.65 2.87 2.99

1100 991 868 771 694 631 578 534 496 463 434 408 386 365 347 330 315 302 289 278 267 257 248 239 231 217 204 193 183 174 165 158 151 148

0.05 0.07 0.09 0.11 0.14 0.17 0.20 0.24 0.28 0.32 0.36 0.41 0.46 0.51 0.56 0.62 0.68 0.75 0.81 0.88 0.95 1.03 1.11 1.19 1.27 1.44 1.63 1.83 2.04 2.26 2.49 2.73 2.98 3.12

880 763 668 593 534 485 445 411 381 356 334 314 297 281 267 254 243 232 223 214 205 198 191 184 178 167 157 148 141 134 127 121 116 114

0.05 0.06 0.08 0.11 0.13 0.16 0.19 0.22 0.25 0.29 0.33 0.38 0.42 0.47 0.52 0.57 0.63 0.69 0.75 0.81 0.88 0.95 1.02 1.09 1.17 1.33 1.50 1.68 1.88 2.08 2.29 2.51 2.75 2.87

0.03 0.04 0.06 0.07 0.09 0.11 0.14 0.16 0.19 0.22 0.26 0.29 0.33 0.37 0.41 0.46 0.50 0.55 0.60 0.66 0.71 0.77 0.83 0.90 0.96 1.03 1.17 1.32 1.48 1.65 1.83 2.01 2.21 2.42 2.52

Span in Feet

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 600 410 ** 480 309 ** 360 209 ** V, kips Sx, In.3 550 347 440 267 ** 330 181 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

110

Span in Feet

HSS Beam Load Tables Square Structural Steel Tubing

Total Allowable Uniform Load in Kips for Beams with Lateral Support

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 5/8 157.75 0.625 1000 943 809 708 629 566 515 472 435 404 377 354 333 314 298 283 270 257 246 236 226 218 210 202 195 189 183 177 172 166 162 157 153 149 145 142 138 135 0.04 0.06 0.08 0.10 0.13 0.16 0.19 0.22 0.26 0.30 0.35 0.40 0.45 0.50 0.56 0.62 0.68 0.75 0.82 0.89 0.97 1.05 1.13 1.22 1.31 1.40 1.49 1.59 1.69 1.79 1.90 2.01 2.12 2.24 2.36 2.48 2.61 2.74 Inches

Fy=50

y x x

y

SAW

18 X 18

20 X 20

1/2 129.06 0.500 * 800 760 651 570 507 456 415 380 351 326 304 285 268 253 240 228 217 207 198 190 182 175 169 163 157 152 147 143 138 134 130 127 123 120 117 114 111 109 0.04 0.05 0.07 0.10 0.12 0.15 0.18 0.21 0.25 0.29 0.34 0.38 0.43 0.48 0.54 0.60 0.66 0.72 0.79 0.86 0.93 1.01 1.09 1.17 1.26 1.34 1.43 1.53 1.63 1.73 1.83 1.93 2.04 2.16 2.27 2.39 2.51 2.63 Inches 3 /8 98.12 0.375 * 600 517 443 388 344 310 282 258 238 221 207 194 182 172 163 155 148 141 135 129 124 119 115 111 107 103 100 97 94 91 89 86 84 82 79 78 76 74 0.03 0.05 0.06 0.08 0.11 0.13 0.16 0.19 0.22 0.26 0.30 0.34 0.38 0.43 0.47 0.53 0.58 0.64 0.70 0.76 0.82 0.89 0.96 1.03 1.11 1.18 1.26 1.35 1.43 1.52 1.61 1.70 1.80 1.90 2.00 2.10 2.21 2.32 Inches

Nominal Size Wall Thickness Weight Per Foot Design Wall Thickness 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 5/8 140.73 0.625 Inches

1/2 115.45 0.500

Inches

3/8 87.91 0.375 * 540 520 433 371 325 289 260 236 217 200 186 173 163 153 144 137 130 124 118 113 108 104 100 96 93 90 87 84 81 79 76 74 72

Inches

900 821 704 616 548 493 448 411 379 352 329 308 290 274 259 246 235 224 214 205 197 190 183 176 170 164 159 154 149 145 141 137 133 121 130 118

0.05 0.07 0.09 0.12 0.15 0.19 0.23 0.27 0.32 0.37 0.43 0.49 0.55 0.61 0.68 0.76 0.84 0.92 1.00 1.09 1.19 1.28 1.38 1.49 1.60 1.71 1.82 1.94 2.07 2.19 2.32 2.46 2.60 2.36 2.74 2.49

720 630 540 473 420 378 344 315 291 270 252 236 222 210 199 189 180 172 164 158 151 145 140 135 130 126 122 118 115 111 108 105

0.04 0.06 0.08 0.11 0.14 0.17 0.21 0.25 0.29 0.34 0.39 0.44 0.50 0.56 0.62 0.69 0.76 0.83 0.91 0.99 1.08 1.17 1.26 1.35 1.45 1.55 1.66 1.77 1.88 1.99 2.11 2.23

0.02 0.04 0.06 0.07 0.10 0.12 0.15 0.18 0.22 0.26 0.30 0.34 0.39 0.44 0.50 0.55 0.61 0.67 0.74 0.81 0.88 0.96 1.03 1.11 1.20 1.29 1.38 1.47 1.56 1.66 1.77 1.87 1.98

Span in Feet

Span in Feet

­

102

­

2.36

­

70

­

2.09

­

99

­

2.49

­

68

­

2.21

WEB SHEAR AND PROPERTY VALUES

V, kips Sx, In.3 500 283 400 228 ** 300 155 ** V, kips Sx, In.3 450 224 360 189 270 130 **

Loads above heavy horizontal line based upon maximum shear stress, Fv, equal to 0.40 Fy. Loads in shaded area based upon maximum allowable bending stress, Fb, equal to 0.60 Fy. * Slender element section. Width-thickness ratio exceeds AISC "Specification" Section B5.1 limiting value of 238/ Fy. ** Modified value of section modulus calculated in accordance with AISC "Specification" Appendix Section B5.2.b.

111

HSS Beam Load Tables/Structural Steel Tubing Notes

112

HSS Beam Load Tables/Structural Steel Tubing Midspan Deflections

In Inches - Simple Span - Uniformly Distributed Load

Depth - in inches

32

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 0.004 0.008 0.014 0.022 0.032 0.044 0.057 0.072 0.089 0.108 0.128 0.151 0.175 0.201 0.228 0.258 0.289 0.322 0.357 0.393 0.432 0.472 0.514 0.558 0.603 0.650 0.700 0.750 0.803 0.857 0.914 0.972 1.031 1.093 1.156 1.221 1.288 1.357 1.428 1.500 1.574 1.650 1.727 1.807 1.888 1.971 2.056 2.142 2.231 2.321 2.413 2.506 2.602 2.699 2.798 2.899 3.002 3.106 3.212 3.320 3.430 3.541 3.655 3.770 3.887 4.005 4.126 4.248 4.372 4.498 4.625 4.755 4.886

30

0.004 0.009 0.015 0.024 0.034 0.047 0.061 0.077 0.095 0.115 0.137 0.161 0.187 0.214 0.244 0.275 0.308 0.344 0.381 0.420 0.461 0.503 0.548 0.595 0.643 0.694 0.746 0.800 0.857 0.915 0.975 1.036 1.100 1.166 1.233 1.303 1.374 1.448 1.523 1.600 1.679 1.760 1.843 1.927 2.014 2.102 2.193 2.285 2.379 2.475 2.573 2.673 2.775 2.879 2.985 3.092 3.202 3.313 3.426 3.541 3.658 3.777 3.898 4.021 4.146 4.272 4.401 4.531 4.663

28

0.004 0.009 0.016 0.025 0.037 0.050 0.065 0.083 0.102 0.123 0.147 0.172 0.200 0.229 0.261 0.295 0.330 0.368 0.408 0.450 0.494 0.539 0.587 0.637 0.689 0.743 0.799 0.858 0.918 0.980 1.044 1.110 1.179 1.249 1.322 1.396 1.472 1.551 1.632 1.714 1.799 1.885 1.974 2.065 2.158 2.253 2.349 2.448 2.549 2.652 2.757 2.864 2.973 3.085 3.198 3.313 3.430 3.550 3.671 3.794 3.920 4.047 4.177 4.308

26

0.004 0.010 0.018 0.027 0.040 0.054 0.070 0.089 0.110 0.133 0.158 0.186 0.215 0.247 0.281 0.317 0.356 0.396 0.439 0.484 0.532 0.581 0.633 0.686 0.742 0.801 0.861 0.924 0.988 1.055 1.124 1.196 1.269 1.345 1.423 1.503 1.586 1.670 1.757 1.846 1.937 2.030 2.126 2.224 2.324 2.426 2.530 2.637 2.745 2.856 2.969 3.085 3.202 3.322 3.444 3.568 3.694 3.823 3.953

24

0.005 0.011 0.019 0.030 0.043 0.058 0.076 0.096 0.119 0.144 0.171 0.201 0.233 0.268 0.305 0.344 0.385 0.429 0.476 0.525 0.576 0.629 0.685 0.744 0.804 0.867 0.933 1.001 1.071 1.143 1.218 1.296 1.375 1.457 1.542 1.629 1.718 1.809 1.903 2.000 2.099 2.200 2.303 2.409 2.517 2.628 2.741 2.856 2.974 3.094 3.217 3.342 3.469 3.599 3.731

22

0.005 0.012 0.021 0.032 0.047 0.064 0.083 0.105 0.130 0.157 0.187 0.219 0.254 0.292 0.332 0.375 0.420 0.469 0.519 0.572 0.628 0.687 0.748 0.811 0.877 0.946 1.017 1.091 1.168 1.247 1.329 1.413 1.500 1.590 1.682 1.777 1.874 1.974 2.076 2.182 2.289 2.400 2.513 2.628 2.746 2.867 2.990 3.116 3.245 3.376

20

0.006 0.013 0.023 0.036 0.051 0.070 0.091 0.116 0.143 0.173 0.206 0.241 0.280 0.321 0.365 0.413 0.463 0.515 0.571 0.630 0.691 0.755 0.822 0.892 0.965 1.041 1.119 1.201 1.285 1.372 1.462 1.555 1.650 1.749 1.850 1.954 2.061 2.171 2.284 2.400 2.518 2.640 2.764 2.891 3.021

18

0.006 0.014 0.025 0.040 0.057 0.078 0.102 0.128 0.159 0.192 0.228 0.268 0.311 0.357 0.406 0.458 0.514 0.573 0.634 0.700 0.768 0.839 0.914 0.991 1.072 1.156 1.244 1.334 1.428 1.524 1.624 1.727 1.834 1.943 2.056 2.172 2.290 2.413 2.538 2.666 2.798

16

0.007 0.016 0.029 0.045 0.064 0.087 0.114 0.145 0.178 0.216 0.257 0.302 0.350 0.402 0.457 0.516 0.578 0.644 0.714 0.787 0.864 0.944 1.028 1.115 1.206 1.301 1.399 1.501 1.606 1.715 1.827 1.943 2.063 2.186 2.313 2.443

14

0.008 0.018 0.033 0.051 0.073 0.100 0.131 0.165 0.204 0.247 0.294 0.345 0.400 0.459 0.522 0.589 0.661 0.736 0.816 0.899 0.987 1.079 1.175 1.275 1.379 1.487 1.599 1.715 1.835 1.960 2.088

12

0.010 0.021 0.038 0.059 0.086 0.117 0.152 0.193 0.238 0.288 0.343 0.402 0.466 0.535 0.609 0.688 0.771 0.859 0.952 1.049 1.152 1.259 1.370 1.487 1.608 1.735 1.865

10

0.011 0.026 0.046 0.071 0.103 0.140 0.183 0.231 0.286 0.345 0.411 0.483 0.560 0.642 0.731 0.825 0.925 1.031 1.142 1.259 1.382 1.510

9

0.013 0.029 0.051 0.079 0.114 0.155 0.203 0.257 0.317 0.384 0.457 0.536 0.622 0.714 0.812 0.917 1.028 1.145 1.269 1.399

8

0.014 0.032 0.057 0.089 0.128 0.175 0.228 0.289 0.357 0.432 0.514 0.603 0.700 0.803 0.914 1.031 1.156

7

0.016 0.037 0.065 0.102 0.147 0.200 0.261 0.330 0.408 0.494 0.587 0.689 0.799 0.918 1.044

6

0.019 0.043 0.076 0.119 0.171 0.233 0.305 0.385 0.476 0.576 0.685 0.804 0.933

5 1/2

0.021 0.047 0.083 0.130 0.187 0.254 0.332 0.420 0.519 0.628 0.748

Span in Feet

Fb = 27.6 ksi

Depth - in inches

5

2 3 4 5 6 7 8 9 10 11 0.023 0.051 0.091 0.143 0.206 0.280 0.365 0.463 0.571 0.691

4 1/2

0.025 0.057 0.102 0.159 0.228 0.311 0.406 0.514 0.634

4

0.029 0.064 0.114 0.178 0.257 0.350 0.457 0.578

3 1/2

0.033 0.073 0.131 0.204 0.294 0.400 0.522

3

0.038 0.086 0.152 0.238 0.343 0.466

2 1/2

0.046 0.103 0.183 0.286

2 1/4

0.051 0.114 0.203 0.317

2

0.057 0.128 0.228

1 3/4

0.065 0.147 0.261

1 5/8

0.070 0.158

1 1/2

0.076 0.171

1 1/4

0.091

Span in Feet

113

HSS Beam Load Tables/Structural Steel Tubing Midspan Deflections

In Inches - Simple Span - Uniformly Distributed Load

Depth - in inches

32

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 0.004 0.009 0.016 0.024 0.035 0.048 0.062 0.079 0.097 0.117 0.140 0.164 0.190 0.218 0.248 0.280 0.314 0.350 0.388 0.428 0.469 0.513 0.559 0.606 0.656 0.707 0.760 0.816 0.873 0.932 0.993 1.056 1.121 1.188 1.257 1.328 1.400 1.475 1.552 1.630 1.711 1.793 1.878 1.964 2.052 2.142 2.234 2.329 2.425 2.523 2.622 2.724 2.828 2.934 3.041 3.151 3.263 3.376 3.491 3.609 3.728 3.849 3.972 4.098 4.225 4.354 4.484

30

0.004 0.009 0.017 0.026 0.037 0.051 0.066 0.084 0.103 0.125 0.149 0.175 0.203 0.233 0.265 0.299 0.335 0.373 0.414 0.456 0.501 0.547 0.596 0.647 0.699 0.754 0.811 0.870 0.931 0.994 1.059 1.127 1.196 1.267 1.341 1.416 1.494 1.573 1.655 1.739 1.825 1.913 2.003 2.095 2.189 2.285 2.383 2.484 2.586 2.691 2.797 2.906 3.017 3.129 3.244 3.361 3.480 3.601 3.724 3.849 3.977 4.106 4.237

28

0.004 0.010 0.018 0.028 0.040 0.054 0.071 0.090 0.111 0.134 0.160 0.187 0.217 0.249 0.284 0.320 0.359 0.400 0.443 0.489 0.536 0.586 0.638 0.693 0.749 0.808 0.869 0.932 0.998 1.065 1.135 1.207 1.281 1.358 1.436 1.517 1.600 1.686 1.773 1.863 1.955 2.049 2.146 2.244 2.345 2.448 2.554 2.661 2.771 2.883 2.997 3.113 3.232 3.353 3.476 3.601 3.729 3.858 3.990

26

0.005 0.011 0.019 0.030 0.043 0.058 0.076 0.097 0.119 0.144 0.172 0.202 0.234 0.269 0.306 0.345 0.387 0.431 0.477 0.526 0.578 0.631 0.688 0.746 0.807 0.870 0.936 1.004 1.074 1.147 1.222 1.300 1.380 1.462 1.547 1.634 1.724 1.816 1.910 2.006 2.106 2.207 2.311 2.417 2.526 2.637 2.750 2.866 2.984 3.105 3.228 3.353 3.481 3.611

24

0.005 0.012 0.021 0.032 0.047 0.063 0.083 0.105 0.129 0.156 0.186 0.219 0.253 0.291 0.331 0.374 0.419 0.467 0.517 0.570 0.626 0.684 0.745 0.808 0.874 0.943 1.014 1.088 1.164 1.243 1.324 1.408 1.495 1.584 1.676 1.770 1.867 1.967 2.069 2.174 2.281 2.391 2.503 2.619 2.736 2.856 2.979 3.105 3.233 3.363

22

0.006 0.013 0.023 0.035 0.051 0.069 0.090 0.114 0.141 0.171 0.203 0.238 0.276 0.317 0.361 0.408 0.457 0.509 0.564 0.622 0.683 0.746 0.813 0.882 0.954 1.028 1.106 1.186 1.270 1.356 1.445 1.536 1.631 1.728 1.828 1.931 2.037 2.146 2.257 2.371 2.488 2.608 2.731 2.857 2.985 3.116

20

0.006 0.014 0.025 0.039 0.056 0.076 0.099 0.126 0.155 0.188 0.223 0.262 0.304 0.349 0.397 0.448 0.503 0.560 0.621 0.684 0.751 0.821 0.894 0.970 1.049 1.131 1.217 1.305 1.397 1.491 1.589 1.690 1.794 1.901 2.011 2.124 2.241 2.360 2.483 2.608 2.737

18

0.007 0.016 0.028 0.043 0.062 0.084 0.110 0.140 0.172 0.209 0.248 0.291 0.338 0.388 0.441 0.498 0.559 0.622 0.690 0.760 0.834 0.912 0.993 1.078 1.166 1.257 1.352 1.450 1.552 1.657 1.766 1.878 1.993 2.112 2.234 2.360 2.490

16

0.008 0.017 0.031 0.048 0.070 0.095 0.124 0.157 0.194 0.235 0.279 0.328 0.380 0.436 0.497 0.561 0.628 0.700 0.776 0.855 0.939 1.026 1.117 1.212 1.311 1.414 1.521 1.631 1.746 1.864 1.986 2.112 2.242

14

0.009 0.020 0.035 0.055 0.080 0.109 0.142 0.180 0.222 0.268 0.319 0.375 0.434 0.499 0.567 0.641 0.718 0.800 0.887 0.978 1.073 1.173 1.277 1.385 1.499 1.616 1.738 1.864 1.995

12

0.010 0.023 0.041 0.065 0.093 0.127 0.166 0.209 0.259 0.313 0.372 0.437 0.507 0.582 0.662 0.747 0.838 0.934 1.034 1.141 1.252 1.368 1.490 1.616

10

0.012 0.028 0.050 0.078 0.112 0.152 0.199 0.251 0.310 0.376 0.447 0.524 0.608 0.698 0.794 0.897 1.006 1.120 1.241 1.369

9

0.014 0.031 0.055 0.086 0.124 0.169 0.221 0.279 0.345 0.417 0.497 0.583 0.676 0.776 0.883 0.997 1.117 1.245

8

0.016 0.035 0.062 0.097 0.140 0.190 0.248 0.314 0.388 0.469 0.559 0.656 0.760 0.873 0.993 1.121

7

0.018 0.040 0.071 0.111 0.160 0.217 0.284 0.359 0.443 0.536 0.638 0.749 0.869 0.998

6

0.021 0.047 0.083 0.129 0.186 0.253 0.331 0.419 0.517 0.626 0.745

5 1/2

0.023 0.051 0.090 0.141 0.203 0.276 0.361 0.457 0.564 0.683

Span in Feet

Fb = 30.0 ksi

Depth - in inches

5

2 3 4 5 6 7 8 9 10 0.025 0.056 0.099 0.155 0.223 0.304 0.397 0.503 0.621

4 1/2

0.028 0.062 0.110 0.172 0.248 0.338 0.441 0.559

4

0.031 0.070 0.124 0.194 0.279 0.380 0.497

3 1/2

0.035 0.080 0.142 0.222 0.319 0.434

3

0.041 0.093 0.166 0.259 0.372

2 1/2

0.050 0.112 0.199 0.310

2 1/4

0.055 0.124 0.221

2

0.062 0.140 0.248

1 3/4

0.071 0.160

1 5/8

0.076 0.172

1 1/2

0.083 0.186

1 1/4

0.099

Span in Feet

114

HSS Beam Load Tables/Structural Steel Tubing Midspan Deflections

In Inches - Simple Span - Uniformly Distributed Load

Depth - in inches

32

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 0.004 0.010 0.017 0.027 0.038 0.052 0.068 0.086 0.107 0.129 0.154 0.180 0.209 0.240 0.273 0.308 0.346 0.385 0.427 0.470 0.516 0.564 0.614 0.667 0.721 0.778 0.836 0.897 0.960 1.025 1.092 1.162 1.233 1.307 1.383 1.460 1.540 1.623 1.707 1.793 1.882 1.973 2.065 2.160 2.257 2.357 2.458 2.561 2.667 2.775 2.885 2.997 3.111 3.227 3.346 3.466 3.589 3.714 3.841 3.970 4.101

30

0.005 0.010 0.018 0.028 0.041 0.056 0.073 0.092 0.114 0.138 0.164 0.192 0.223 0.256 0.291 0.329 0.369 0.411 0.455 0.502 0.551 0.602 0.655 0.711 0.769 0.830 0.892 0.957 1.024 1.094 1.165 1.239 1.315 1.394 1.475 1.558 1.643 1.731 1.821 1.913 2.007 2.104 2.203 2.304 2.408 2.514 2.622 2.732 2.845 2.960 3.077 3.196 3.318 3.442 3.569 3.697 3.828

28

0.005 0.011 0.020 0.030 0.044 0.060 0.078 0.099 0.122 0.148 0.176 0.206 0.239 0.274 0.312 0.352 0.395 0.440 0.488 0.538 0.590 0.645 0.702 0.762 0.824 0.889 0.956 1.025 1.097 1.172 1.248 1.328 1.409 1.494 1.580 1.669 1.761 1.854 1.951 2.049 2.151 2.254 2.360 2.469 2.580 2.693 2.809 2.927 3.048 3.171 3.297 3.425 3.555

26

0.005 0.012 0.021 0.033 0.047 0.064 0.084 0.106 0.131 0.159 0.189 0.222 0.257 0.295 0.336 0.379 0.425 0.474 0.525 0.579 0.635 0.695 0.756 0.821 0.888 0.957 1.029 1.104 1.182 1.262 1.345 1.430 1.518 1.608 1.702 1.797 1.896 1.997 2.101 2.207 2.316 2.428 2.542 2.659 2.778 2.900 3.025 3.153 3.282

24

0.006 0.013 0.023 0.036 0.051 0.070 0.091 0.115 0.142 0.172 0.205 0.240 0.279 0.320 0.364 0.411 0.461 0.513 0.569 0.627 0.688 0.752 0.819 0.889 0.962 1.037 1.115 1.196 1.280 1.367 1.457 1.549 1.644 1.742 1.843 1.947 2.054 2.163 2.276 2.391 2.509 2.630 2.754 2.880 3.010

22

0.006 0.014 0.025 0.039 0.056 0.076 0.099 0.126 0.155 0.188 0.223 0.262 0.304 0.349 0.397 0.448 0.503 0.560 0.621 0.684 0.751 0.821 0.894 0.970 1.049 1.131 1.217 1.305 1.397 1.491 1.589 1.690 1.794 1.901 2.011 2.124 2.241 2.360 2.483 2.608 2.737

20

0.007 0.015 0.027 0.043 0.061 0.084 0.109 0.138 0.171 0.207 0.246 0.288 0.335 0.384 0.437 0.493 0.553 0.616 0.683 0.753 0.826 0.903 0.983 1.067 1.154 1.244 1.338 1.436 1.536 1.640 1.748 1.859 1.973 2.091 2.212 2.337 2.465 2.596

18

0.008 0.017 0.030 0.047 0.068 0.093 0.121 0.154 0.190 0.229 0.273 0.321 0.372 0.427 0.486 0.548 0.614 0.685 0.759 0.836 0.918 1.003 1.092 1.185 1.282 1.383 1.487 1.595 1.707 1.823 1.942 2.065 2.192 2.323

16

0.009 0.019 0.034 0.053 0.077 0.105 0.137 0.173 0.213 0.258 0.307 0.361 0.418 0.480 0.546 0.617 0.691 0.770 0.853 0.941 1.033 1.129 1.229 1.334 1.442 1.555 1.673 1.794 1.920 2.050

14

0.010 0.022 0.039 0.061 0.088 0.119 0.156 0.198 0.244 0.295 0.351 0.412 0.478 0.549 0.624 0.705 0.790 0.880 0.975 1.075 1.180 1.290 1.405 1.524 1.648 1.778

12

0.011 0.026 0.046 0.071 0.102 0.139 0.182 0.230 0.284 0.344 0.410 0.481 0.558 0.640 0.728 0.822 0.922 1.027 1.138 1.255 1.377 1.505

10

0.014 0.031 0.055 0.085 0.123 0.167 0.218 0.277 0.341 0.413 0.492 0.577 0.669 0.768 0.874 0.987 1.106 1.232

9

0.015 0.034 0.061 0.095 0.137 0.186 0.243 0.307 0.379 0.459 0.546 0.641 0.743 0.853 0.971 1.096

8

0.017 0.038 0.068 0.107 0.154 0.209 0.273 0.346 0.427 0.516 0.614 0.721 0.836 0.960

7

0.020 0.044 0.078 0.122 0.176 0.239 0.312 0.395 0.488 0.590 0.702 0.824

6

0.023 0.051 0.091 0.142 0.205 0.279 0.364 0.461 0.569 0.688

5 1/2

0.025 0.056 0.099 0.155 0.223 0.304 0.397 0.503 0.621

Span in Feet

Fb = 33.0 ksi

Depth - in inches

5

2 3 4 5 6 7 8 9 0.027 0.061 0.109 0.171 0.246 0.335 0.437 0.553

4 1/2

0.030 0.068 0.121 0.190 0.273 0.372 0.486

4

0.034 0.077 0.137 0.213 0.307 0.418

3 1/2

0.039 0.088 0.156 0.244 0.351

3

0.046 0.102 0.182 0.284

2 1/2

0.055 0.123 0.218

2 1/4

0.061 0.137 0.243

2

0.068 0.154

1 3/4

0.078 0.176

1 5/8

0.084 0.189

1 1/2

0.091

1 1/4

0.109

Span in Feet

115

HSS APPLICATIONS

2516 Waukegan Road, Suite 172, Glenview, IL 60025 · Tel: 847.461.1701 · Fax: 847.660.7981 E-mail: [email protected] · Website: http://www.steeltubeinstitute.org

American Iron and Steel Institute

Information

Beam Load Table Bro.

116 pages

Report File (DMCA)

Our content is added by our users. We aim to remove reported files within 1 working day. Please use this link to notify us:

Report this file as copyright or inappropriate

65961