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Deflection of Slab(ω):Two Adjacent Sides Clamped-Other Sides Sinple Support
Uniformly Distributed Load(p0)
E(N/mm^2)=20000,h(m)=0.5,ν=0.15,a(m)=10,b(m)=10,p0(N/m^2)=10000
0.0012
0.001
0.0008
ω(m) 0.0006
0
1
2
3
4
0.0004
5
0.0002
6
7
Side b:y(m)
8
0
0
0.5
1
1.5
2
2.5
3
3.5
4
9
4.5
5
5.5
Side a:x(m)
Document ID No.20110805-005025
6
6.5
7
7.5
8
8.5
9
9.5
10
10
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