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Question: analyze a simply supported equilateral triangular slab isotropic reinforced as...

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Analyze a simply supported equilateral triangular slab Isotropic reinforced as shown below for Entrance gate of a MPH hall in KOM having length8.2 m and Ultimate bending moment Mu 65.6 KN/m2 .Illustrate the ultimate moment of resisting for yielding of slab and design the reinforcement and draw the structural detailing drawing. Also locate the formation of yield line pattern and collapse load

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