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

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Chapter9: Composite Construction
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Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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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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9781337094740
Author:
Segui, William T.
Publisher:
Cengage Learning