Girder AB. Assume Use Fy = 50 ksi and select a shape for that the floor slab provides continuous lateral support. The maximum permissible live load deflection 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 60 psf. a. Use LRFD. b Ilo ASD

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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30′
-4@6' = 24¹-
FIGURE P5.11-3
I
-I
Transcribed Image Text:30′ -4@6' = 24¹- FIGURE P5.11-3 I -I
Girder
AB. Assume
Use Fy = 50 ksi and select a shape for
that the floor slab provides continuous lateral support. The maximum
permissible live load deflection 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 60 psf.
a. Use LRFD.
b. Use ASD.
Transcribed Image Text:Girder AB. Assume Use Fy = 50 ksi and select a shape for that the floor slab provides continuous lateral support. The maximum permissible live load deflection 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 60 psf. a. Use LRFD. b. Use ASD.
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