PROBLEM 1 A square footing 2.4m x 2.4m x 0.45m thick supports a rectangular column 0.35m x 0.40m at its center. Column l

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PROBLEM 1 A square footing 2.4m x 2.4m x 0.45m thick supports a rectangular column 0.35m x 0.40m at its center. Column l

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Problem 1 A Square Footing 2 4m X 2 4m X 0 45m Thick Supports A Rectangular Column 0 35m X 0 40m At Its Center Column L 1
Problem 1 A Square Footing 2 4m X 2 4m X 0 45m Thick Supports A Rectangular Column 0 35m X 0 40m At Its Center Column L 1 (60.91 KiB) Viewed 58 times
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PROBLEM 1 A square footing 2.4m x 2.4m x 0.45m thick supports a rectangular column 0.35m x 0.40m at its center. Column loads at service condition are: DL = 680KN LL = 400KN Fc' = 20.70 Mpa Fy = 275 Mpa Concrete cover to centroid of steel reinforcement is 100mm. Calculate : 1. maximum wide beam shear stress 2. What is the maximum punching stress 3. Determine the number of 20mm diameter bars required for critical moment.
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