A square slab 4 m x 4 mis isotropically reinforced at the bottom. If it is subjected to a working load of 12 kPa (including self weight), the moment capacity required as per yield line theory is
A
6 kN-m/m
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B
8 kN-m/m
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C
10kN-m/m
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D
12kN-m/m
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Solution
The correct option is D 12kN-m/m Ultimateload(wu)=1.5×12=18kPa