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SITUATION. A square footing 2.4 m x 2.4 m x 0.45 m thick supports a rectangular column 0.35 mx 0.40 m at its center. Column loads are service conditions: DL = 680 kN LL = 400 kN %3! fc' = 20.7 MPa fy = 275 MPa %3D Concrete cover to the centroid of reinforcement = 100 mm. Using NSCP 2015 Code Provisions: Calculate the maximum wide beam shear stress.

SITUATION. A square footing 2.4 m x 2.4 m x 0.45 m thick supports a rectangular column 0.35 mx 0.40 m at its center. Column loads are service conditions: DL = 680 kN LL = 400 kN %3! fc' = 20.7 MPa fy = 275 MPa %3D Concrete cover to the centroid of reinforcement = 100 mm. Using NSCP 2015 Code Provisions: Calculate the maximum wide beam shear stress.

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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SITUATION. A square footing 2.4 m x 2.4 m x 0.45 m thick supports a rectangular column 0.35 mx 0.40 m at its center. Column loads are service conditions: DL = 680 kN LL = 400 kN %3D fc' = 20.7 MPa fy = 275 MPa Concrete cover to the centroid of reinforcement = 100 mm. Using NSCP 2015 Code Provisions: Calculate the maximum wide beam shear stress. O 0.65 MPa O 0.49 MPa 0.57 MPa 0.67 MPa
Transcribed Image Text:SITUATION. A square footing 2.4 m x 2.4 m x 0.45 m thick supports a rectangular column 0.35 mx 0.40 m at its center. Column loads are service conditions: DL = 680 kN LL = 400 kN %3D fc' = 20.7 MPa fy = 275 MPa Concrete cover to the centroid of reinforcement = 100 mm. Using NSCP 2015 Code Provisions: Calculate the maximum wide beam shear stress. O 0.65 MPa O 0.49 MPa 0.57 MPa 0.67 MPa
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