What to do when the area of steel for top and bot bars provided at joint in continuous spans is not the same. Do you all consider the larger area of steel at support?
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Bottom bars & top bars are different in beam/girder design. For top bars we consider larger amount of steel among both sides of the joint as per required at top. Same for bottom.
Kolum
InĀ addition,Ā theĀ topĀ and bottom rebarĀ adequately providedĀ should be greater thanĀ theĀ actual/requiredĀ ofĀ theĀ reinforced concrete sectionĀ inĀ flexure.