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Showing results for tags 'etab result'.
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Please guide me about this problem Picture attached I have design this building without stiffness modifier and then with siffness modifier 0.7 the Column longitudinal reinforcement become less when siffness modifier is used ? what is the reasons for this decreasing in reinforcement with decreasing the stiffness of column
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i am getting more reinforcement in bottom even though i am getting more moment values at support in few particular areas ..i am not sure why etab is showing more reinforcemet at bottom in these particular grids? any one having any idea? untitled.bmp