Design a square footing for a column 350x350 mm in section to carry a dead load of 330kN live load of 550kN, dead load moment of 10kN-m, and live load moment of 20kN-m. Allowable soil pressure at service is 190 kPa. Neglect soil weight above footing. Use f'c= 21MPa, fy=345 Mpa and Ø20mm bars. Sketch reinforcement detail. Simplify equation and do not use shift solve. Pu Mu
Design a square footing for a column 350x350 mm in section to carry a dead load of 330kN live load of 550kN, dead load moment of 10kN-m, and live load moment of 20kN-m. Allowable soil pressure at service is 190 kPa. Neglect soil weight above footing. Use f'c= 21MPa, fy=345 Mpa and Ø20mm bars. Sketch reinforcement detail. Simplify equation and do not use shift solve. Pu Mu
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter11: Load And Resistance Factor Design (lrfd)
Section: Chapter Questions
Problem 11.1P: A continuous foundation is required in a soil where c=10kN/m2, =26, and =19.0kN/m3. The depth of the...
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