I03 The floor beam system shown in Fig (1), 3m carries a live load of w =6 KN / m2, 0.3 in additional to 30 mm tiling and mortar, Slab thickness = 150 mm ohe 3 m All beams bw = 300 , h = 550, = 24 MPa , f, = 400 MPa 103 %3D 0.3 0.3 0.3 Determine the maximum positive and negative moment in both directions of two way slab only. Use o12 bars 4 m 7 m 33111 -4 %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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0.3
The floor beam system shown in Fig (1),
she
3D
3m
3.
carries a live load of w =6 KN/ m2,
in additional to 30 mm tiling and mortar,
:0.3
Slab thickness = 150 mm
All beams bww = 300
h 550,
ohe
3m
= 24 MPa
fy
= 400 MPa
0.3
0.3
0.3
Determine the maximum positive and negative moment
in both directions of two way slab only.
Use o12 bars
4 m
7 m
---
--
%3D
%3D
Transcribed Image Text:0.3 The floor beam system shown in Fig (1), she 3D 3m 3. carries a live load of w =6 KN/ m2, in additional to 30 mm tiling and mortar, :0.3 Slab thickness = 150 mm All beams bww = 300 h 550, ohe 3m = 24 MPa fy = 400 MPa 0.3 0.3 0.3 Determine the maximum positive and negative moment in both directions of two way slab only. Use o12 bars 4 m 7 m --- -- %3D %3D
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