F2 SITUATION. A square footing 2.4 m x 2.4 m x 0.45 m thick supports a rectangular column 0.35mx 0.40 m at its center.Column loads are service conditions:DL = 680 kNLL = 400 kN%3Dfc' = 20.7 MPafy 275 MPa%3D%3DConcrete cover to the centroid of reinforcement = 100 mm.Using NSCP 2015 Code Provisions:Calculate the maximum punching shear stress.1.74 MPaO 1.52 MPa1.46 MPa1.29 MPa

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ŠITUATION. 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 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 punching shear stress. O 1.74 MPa O 1.52 MPa 1.46 MPa 1.29 MPa

ŠITUATION. 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 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 punching shear stress. O 1.74 MPa O 1.52 MPa 1.46 MPa 1.29 MPa

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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