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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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