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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

Structural Analysis
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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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 Determine the ultimate moment. A 320 kN-m 360 kN-m 355 kN-m D 400 kN-m
Transcribed Image Text: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 Determine the ultimate moment. A 320 kN-m 360 kN-m 355 kN-m D 400 kN-m
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 wide-beam shear stress. A 0.799 MPa 0.634 MPa 0.475 MPa 0.679 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. A 1.574 MPa B 1.585 MPa 1.189 MPa D 1.338 MPa
Transcribed Image Text: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 wide-beam shear stress. A 0.799 MPa 0.634 MPa 0.475 MPa 0.679 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. A 1.574 MPa B 1.585 MPa 1.189 MPa D 1.338 MPa
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