SITUATION. Refer to the figure. A 600 mm square column is centrally located on a pile cap supported by 9 of 350 mm squar

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Situation Refer To The Figure A 600 Mm Square Column Is Centrally Located On A Pile Cap Supported By 9 Of 350 Mm Squar 1 (52.13 KiB) Viewed 54 times

Situation Refer To The Figure A 600 Mm Square Column Is Centrally Located On A Pile Cap Supported By 9 Of 350 Mm Squar 2 (42.88 KiB) Viewed 54 times

Situation Refer To The Figure A 600 Mm Square Column Is Centrally Located On A Pile Cap Supported By 9 Of 350 Mm Squar 3 (17.33 KiB) Viewed 54 times

Situation Refer To The Figure A 600 Mm Square Column Is Centrally Located On A Pile Cap Supported By 9 Of 350 Mm Squar 4 (11.23 KiB) Viewed 54 times

SITUATION. Refer to the figure. A 600 mm square column is centrally located on a pile cap supported by 9 of 350 mm square precast concrete piles. у a = b - b — a T с + column d pile d + с Zoom image
Zoom image Given: Dimensions a = 0.6 m b = 1.2 m C = 0.6 m d = 1.0 m - Effective Depth of Pile Cap = 400 mm Net Ultimate Axial Load = 3,060 KN Net Ultimate Moment About the Y-axis = 180 kN-m Concrete Compressive Strength, fc' = 20.7 MPa Reinforcing Steel Yield Strength, fy = 413 MPa Strength Reduction Factors 0.75 for Shear 0.90 for Moment Determine the maximum beam shear stress (MPa) in the pile cap. 0.86 O 1.14 0.38 1.06
(continuation) Determine the punching shear stress (MPa) on the most heavily loaded pile. 0.30 0.38 O 0.40 0.28
Determine the required spacing (mm) of 20 mm diameter bars for the critical moment. 155 O 163 238 O 124