A 500 mm square column will support a total dead load of 700 kN and total live load of 700 kN. The column is to be supported by a 500 mmthick square footing with its top 1.2 m from the ground. fc'=21 MPa, fy = 414 MPa, Ycone = 24 kN/m³ , Ysoil = 18 kN/m?, Steel cover to barcentroid is 80 mm, SBC = 200 kPa.• Determine the required dimension of the square footing.• Determine the adequacy of the footing on punching shear.· Determine the adequacy of the footing on wide beam shear stress. (one way shear)

Given, DL=700 kN LL=700kN Thickness d= 500 mm fy=414 MPaf'c=21 MPaγconc=24 kN/m2γsoil=18…

A 500 mm square column will support a total dead load of 700 kN and total live load of 700 kN. The column is to be supported by a 500 mm thick square footing with its top 1.2 m from the ground. fc'=21 MPa, fy = 414 MPa, Ycone = 24 kN/m3. Ysoil = 18 kN/m2, Steel cover to bar centroid is 80 mm, SBC = 200 kPa. • Determine the required dimension of the square footing. • Determine the adequacy of the footing on punching shear. • Determine the adequacy of the footing on wide beam shear stress. (one way shear)

A 500 mm square column will support a total dead load of 700 kN and total live load of 700 kN. The column is to be supported by a 500 mm thick square footing with its top 1.2 m from the ground. fc'=21 MPa, fy = 414 MPa, Ycone = 24 kN/m3. Ysoil = 18 kN/m2, Steel cover to bar centroid is 80 mm, SBC = 200 kPa. • Determine the required dimension of the square footing. • Determine the adequacy of the footing on punching shear. • Determine the adequacy of the footing on wide beam shear stress. (one way shear)

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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