An interior flat slab has spans 5.4m &6.6m in di'ameter. of circular Columns o.4m is supported The slab is without dop pan els & has total Thicknes 15omm. The slab is reinforced by pl2 mm a 125 mm in the positive bending moment of the cohemn Strip in The long Spem & by D12 mm a 62:5am in

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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An interior flat slab has spans
5.4m & 6.6m &
cir cular Columns o:4m
in di'ameter.
is supported
The slab is withant drop panels & has total thicknes
15omm. The slab is rein forced by p12mm a125 mm in the
positive bending moment of the column strip in The
long
Spem 4 by p12 mn 2 62:5 mm in the negutive bending
moment in the same column strip The surfacing load
0.75 KN/m2, for Conerete: Fé = 25M
is
Pa
de = 24.SKN,3.
fy - 310 MPa , clear Cover is 20mm. Find the
, For steel
%3D
live load capacity of this slab.
Hint:- Find
wi for 4 Conditions:
1. beam Shear
2.punching shear 3. Min column strip
(c.s.)
4. M in(c. s.).
+(dive load =
Wu-d.L.)
Transcribed Image Text:An interior flat slab has spans 5.4m & 6.6m & cir cular Columns o:4m in di'ameter. is supported The slab is withant drop panels & has total thicknes 15omm. The slab is rein forced by p12mm a125 mm in the positive bending moment of the column strip in The long Spem 4 by p12 mn 2 62:5 mm in the negutive bending moment in the same column strip The surfacing load 0.75 KN/m2, for Conerete: Fé = 25M is Pa de = 24.SKN,3. fy - 310 MPa , clear Cover is 20mm. Find the , For steel %3D live load capacity of this slab. Hint:- Find wi for 4 Conditions: 1. beam Shear 2.punching shear 3. Min column strip (c.s.) 4. M in(c. s.). +(dive load = Wu-d.L.)
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