Design an isolated footing to support an interior column 35 cm x 35 cm in cross section and carries a dead load of 1000 kN and live load of 700 kN. The characteristic materials strengths are fy = 460 N/mm2 and feu = 30 N/mm2. Calculate the area of reinforcement required. The soil ultimate bearing capacity is 200 kN/m? and the depth of the bottom of the foundation from the ground surface is 2 m The soil unit weight is 18 kN/m3 !3!

Design an isolated footing to support an interior column 35 cm x 35 cm in cross section and carries a dead load of 1000 kN and live load of 700 kN. The characteristic materials strengths are fy = 460 N/mm2 and feu = 30 N/mm2. Calculate the area of reinforcement required. The soil ultimate bearing capacity is 200 kN/m? and the depth of the bottom of the foundation from the ground surface is 2 m The soil unit weight is 18 kN/m3 !3!

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter5: Ultimate Bearing Capacity Of Shallow Foundations: Special Cases

Section: Chapter Questions

Problem 5.5P

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