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Didtribution of shear stree over a triangular section
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I have building 50 m * 53 m 3 floors without expansion joint in basement what are opinion please ? thanks
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A circular footing is resting on a stiff saturated clay with qu = 250 kN/m 2 . The depth of foundation is 2 m. Verify the diameter of the footing if the column load is 600 kN. S
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