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I have been workin on a sandston monument Modhea Sun Temple. The Stresses generated in the temple after earthquake are 1/6th of he material capacity. The monument had retrofication work in 1971...
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For any RCC frame member it is in general to use numerous steel bars to satisfy the required steel area rather than using one high diameter steel bar. What would be the reason for that?
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I am currently modelling a monument. In it I have to construct a extra column and beam, but after providing frame structure the gridline option goes off. So how to construct column after that?
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