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Question: to a windload computed vu 2675 desig problem 1 25points...

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to a windload, computed Vu -2,675 ,desig PROBLEM 1: (25points) A five-storey building is subjected reinforcement of a shear wall that is 6.5m long and 3.8m high, and 220mm thick. Fc- 25MPa and fy-420MPa. If the wall is considered to be a load bearing with a concentrated load, Pu- 4,575 KN, can the thickness of wall carry the ultimate axial load, otherwise what is the design wall thickness? Assume le 2.75m. Sketch the rebar details
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