A composite beam consists of A36 steel with 100mm thick reinforced concrete slab at the top. Span of beam is 6m. Compute the available strength of the composite if the value of S-3.0m. Use fc' = 21 MPa and fy=345 MPa Properties of W- Shape A-4,180 mm^2 d=312 mm k(des) 18.4 mm tw=6.6 mm S Assume that the beams are simply supported. What is the maximum design floor pressure load that can be applied (kPa) with exceeding the design moment capacity of the beams?

A composite beam consists of A36 steel with 100mm thick reinforced concrete slab at the top. Span of beam is 6m. Compute the available strength of the composite if the value of S-3.0m. Use fc' = 21 MPa and fy=345 MPa Properties of W- Shape A-4,180 mm^2 d=312 mm k(des) 18.4 mm tw=6.6 mm S Assume that the beams are simply supported. What is the maximum design floor pressure load that can be applied (kPa) with exceeding the design moment capacity of the beams?

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 9.1.3P

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