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Civil Engineering
a. Use LRFD.

a. Use LRFD.

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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Use F = 50 ksi and select a shape for a typical floor beam AB. Assume that the floor slab provides continuous lateral support. The maximum permissible live load deflec- tion is L/180. The service dead loads consist of a 5-inch-thick reinforced-concrete floor slab (normal weight concrete), a partition load of 20 psf, and 10 psf to account for a suspended ceiling and mechanical equipment. The service live load is 65 psf. a. Use LRFD. -4 @ 6' = 24- 30′ a. W16X31 b. W16X45 c. W16X26 d. W16X77 e. W16X57 H -H
Transcribed Image Text:Use F = 50 ksi and select a shape for a typical floor beam AB. Assume that the floor slab provides continuous lateral support. The maximum permissible live load deflec- tion is L/180. The service dead loads consist of a 5-inch-thick reinforced-concrete floor slab (normal weight concrete), a partition load of 20 psf, and 10 psf to account for a suspended ceiling and mechanical equipment. The service live load is 65 psf. a. Use LRFD. -4 @ 6' = 24- 30′ a. W16X31 b. W16X45 c. W16X26 d. W16X77 e. W16X57 H -H
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