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
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
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.8.10P
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