The client has unexpectedly to extend the span of the beam by 1.0m. Discuss what are you required to check and why?, to prove that the beam size and grade that has already been designed will still be adequate. HENCE span 3150mm. Grade o

The client has unexpectedly to extend the span of the beam by 1.0m. Discuss what are you required to check and why?, to prove that the beam size and grade that has already been designed will still be adequate. HENCE span 3150mm. Grade o

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 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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Question

HENCE span 3150mm. Grade of steel to be S275 to support the given loads mid span of beam Hence First and Second Floor Terrace = 1.5KN/m2

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