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A cantilever beam of length supports a uniform load of intensity and a concentrated load Calculate the required section modulus if the allowable stress is 15000 psi. Select a suitable wide flange beam from the table. Weight Area Depth per foot lb In² in W8X35 35 10.3 8.12 W8X28 28 8.25 8.06 W8X21 21 6.16 8.28 W8X15 15 4.44 8.11. Web Thickness in 0.310 0.285 0.250 0.245 Flange Width Thickness In in 0.495 0.465 0.40 0.315 8.020 6.535 5.270 4.015 IS 4= 200 lb/ft in in³ 127 31.2 98 24.3 75.3 18.2 48 11.8 L=6 ft P=2500 lb H

A cantilever beam of length supports a uniform load of intensity and a concentrated load Calculate the required section modulus if the allowable stress is 15000 psi. Select a suitable wide flange beam from the table. Weight Area Depth per foot lb In² in W8X35 35 10.3 8.12 W8X28 28 8.25 8.06 W8X21 21 6.16 8.28 W8X15 15 4.44 8.11. Web Thickness in 0.310 0.285 0.250 0.245 Flange Width Thickness In in 0.495 0.465 0.40 0.315 8.020 6.535 5.270 4.015 IS 4= 200 lb/ft in in³ 127 31.2 98 24.3 75.3 18.2 48 11.8 L=6 ft P=2500 lb H

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A cantilever beam of length supports a uniform load of intensity and a concentrated load. Calculate the required section modulus if the allowable stress is 15000 psi. Select a suitable wide flange beam from the table. Weight Area Depth per foot lb In² in W8X35 35 10.3 8.12 W8X28 28 8.25 8.06 W8X21 21 6.16 8.28 W8X15 15 4.44 8.11 Web Thickness in 310 0.285 0.250 0.245 Flange I S Width Thickness In in 8.020 6.535 5.270 4.015 0.4 0.465 0.40 0.315 q=200 lb/ft inª in³ 127 31.2 98 24.3 75.3 18.2 48 11.8 L=6 ft- P <<= 2500 lb
Transcribed Image Text:A cantilever beam of length supports a uniform load of intensity and a concentrated load. Calculate the required section modulus if the allowable stress is 15000 psi. Select a suitable wide flange beam from the table. Weight Area Depth per foot lb In² in W8X35 35 10.3 8.12 W8X28 28 8.25 8.06 W8X21 21 6.16 8.28 W8X15 15 4.44 8.11 Web Thickness in 310 0.285 0.250 0.245 Flange I S Width Thickness In in 8.020 6.535 5.270 4.015 0.4 0.465 0.40 0.315 q=200 lb/ft inª in³ 127 31.2 98 24.3 75.3 18.2 48 11.8 L=6 ft- P <<= 2500 lb
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