A W14 x 22 acts compositely with a 5-inch-thick floor slab. The beams are spaced at 8 ft apart and the span length is 30 feet. Assume the unit weight of concrete is 150 pcf. f=5000 psi F,-50 ksi Assume shear connectors with a design capacity of 26.1 kips are used to transfer shear from the steel to the concrete. How many shear connectors are required? Assume the member is simply supported and carrying a uniform distributed load. O 25 O 34 O 13 O 17

Structural Analysis
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Chapter2: Loads On Structures
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AW14 x 22 acts compositely with a 5-inch-thick floor slab. The beams are spaced at 8 ft apart and the span length is 30 feet. Assume the unit weight of concrete is 150 pcf.
f=5000 psi
Fy=50 ksi
Assume shear connectors with a design capacity of 26.1 kips are used to transfer shear from the steel to the concrete. How many shear connectors are required? Assume the member
is simply supported and carrying a uniform distributed load.
O 25
O 34
O 13
O 17
Transcribed Image Text:AW14 x 22 acts compositely with a 5-inch-thick floor slab. The beams are spaced at 8 ft apart and the span length is 30 feet. Assume the unit weight of concrete is 150 pcf. f=5000 psi Fy=50 ksi Assume shear connectors with a design capacity of 26.1 kips are used to transfer shear from the steel to the concrete. How many shear connectors are required? Assume the member is simply supported and carrying a uniform distributed load. O 25 O 34 O 13 O 17
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