A footing 2.5 m wide x 2.5 m long and 0.45 m thick carries a square column 0.50 m x 0.50 m on its center. Given: Effective depth of the footing 0.35 m Concrete, f'c = 28 MPa Reinforcing steel, fy 415 MPa Column Service Loads: DL = 800 kN LL = 400 kN Use NSCP 2010 provisions Determine the critical punching shear stress. 1.574 MPa 1.585 MPa 1.189 MPa D 1.338 MPa

A footing 2.5 m wide x 2.5 m long and 0.45 m thick carries a square column 0.50 m x 0.50 m on its center. Given: Effective depth of the footing 0.35 m Concrete, f'c = 28 MPa Reinforcing steel, fy 415 MPa Column Service Loads: DL = 800 kN LL = 400 kN Use NSCP 2010 provisions Determine the critical punching shear stress. 1.574 MPa 1.585 MPa 1.189 MPa D 1.338 MPa

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Shallow Foundations-bearing Capacity

Section: Chapter Questions

Problem 16.16P: For the mat in Problem 16.15, what will be the depth, Df, of the mat for FS = 3 against bearing...

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