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Length = 30 ft. Total uniformly distributed Live Load = 110 kips Total uniformly distributed Dead Load = 24 kips Find the: Lightest Adequate W section

Length = 30 ft. Total uniformly distributed Live Load = 110 kips Total uniformly distributed Dead Load = 24 kips Find the: Lightest Adequate W section

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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Find the lightest adequate W-section using Fy=50 ksi steel, by calculation of Zx for the following load and space limiting conditions. Length = 30 ft. Total uniformly distributed Live Load = 110 kips Total uniformly distributed Dead Load = 24 kips Find the: Lightest Adequate W section Lightest Adequate, 18 inches or less Choose. w30x90 W12x152 Lightest Adequate, 16 inches or less W12x79 W18x106 Lightest Adequate, 12 inches or less W14x120 W24x55 W24x104 Find the: W18x130 inblest Adeguate W sectin
Transcribed Image Text:Find the lightest adequate W-section using Fy=50 ksi steel, by calculation of Zx for the following load and space limiting conditions. Length = 30 ft. Total uniformly distributed Live Load = 110 kips Total uniformly distributed Dead Load = 24 kips Find the: Lightest Adequate W section Lightest Adequate, 18 inches or less Choose. w30x90 W12x152 Lightest Adequate, 16 inches or less W12x79 W18x106 Lightest Adequate, 12 inches or less W14x120 W24x55 W24x104 Find the: W18x130 inblest Adeguate W sectin
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