Civil MDC

Concrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-05 2

Concrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-05

Shear strength of a slab that resists flexural forces in two orthogonal directions around a column (flat plates, footings and pile caps), is evaluated as the shear strength of a prism located at a distance of half the slab depth d from the faces of the column.

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