Q1: A slab having a grid of 5x6m, with interior beams and without edge beams, with (400x400)mm columns, the slab is to carry a total dead load (including slab weight) of 4.0kN/m², and live load 5kN/m², fe' = 25MPa, fy= 350MPa, bw-300mm, h=600mm, thickness of slab is hs = 15cm. Answer of the following (note: all dimensions are in meters) a) Find the column strip bending moment in the short direction. b) Check the slab shear strength at an exterior edge column of the Panel 1 corner. 6 6 6 5 P1 + + 5 5

Q1: A slab having a grid of 5x6m, with interior beams and without edge beams, with (400x400)mm columns, the slab is to carry a total dead load (including slab weight) of 4.0kN/m², and live load 5kN/m², fe' = 25MPa, fy= 350MPa, bw-300mm, h=600mm, thickness of slab is hs = 15cm. Answer of the following (note: all dimensions are in meters) a) Find the column strip bending moment in the short direction. b) Check the slab shear strength at an exterior edge column of the Panel 1 corner. 6 6 6 5 P1 + + 5 5

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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