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In case of plate girders, bearing stiffeners are designed:


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The distance of the critical section from the face of the column in an isolated column footing for ensuring safety in two-way shear is:

In case of plate girders, bearing stiffeners are designed:

A rectangular section with depth 'd' and breadth 'b' of a beam subjected to shear force 'v' the magnitude of shear stress at the top edge of rectangle is:

In case of plate girders

the bearing stiffeners are designed:

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