H.W2: Design the one way slabs only of the building shown below. The slab carry live load = 4 kN/m² and dead load= 4 kN/m² with self weight.Clear cover=20mm ,use $12 mm bars f'c = 30 Mpa, fy= 420 Mpa. The slab is supported on the Columns (400×600mm). D C B A 8 3 m 6 m 10 m 2 1₁1 14 m 3 9

H.W2: Design the one way slabs only of the building shown below. The slab carry live load = 4 kN/m² and dead load= 4 kN/m² with self weight.Clear cover=20mm ,use $12 mm bars f'c = 30 Mpa, fy= 420 Mpa. The slab is supported on the Columns (400×600mm). D C B A 8 3 m 6 m 10 m 2 1₁1 14 m 3 9

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

I need solve this question in concrete by ACI CODE

H.W2 : Design the one way slabs only of the building shown below. The slab carry live load = 4
kN/m² and dead load= 4 kN/m² with self weight.Clear cover=20mm ,use $12 mm bars
f'c = 30 Mpa, fy= 420 Mpa. The slab is supported on the Columns (400×600mm).
D
C
B
A
E
8
3 m
6 m
10 m
2
4₁1
|||
14 m
3
9

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