a square footing 2.4 m x 2.4 m x 0.45 m thick supports a 300 mm square column at its center. column loads are at service conditions dl = 346 kn, ll = 231 kn, fc' = 21 mpa, and fy = 415 mpa. concrete cover to the centroid of steel reinforcement is 100 mm. calculate the nominal one way shear stress in the slab

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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a square footing 2.4 m x 2.4 m x 0.45 m thick supports a 300
mm square column at its center. column loads are at service
conditions dl = 346 kn, ll = 231 kn, fc' = 21 mpa, and fy = 415
mpa. concrete cover to the centroid of steel reinforcement is
100 mm. calculate the nominal one way shear stress in the slab
Transcribed Image Text:a square footing 2.4 m x 2.4 m x 0.45 m thick supports a 300 mm square column at its center. column loads are at service conditions dl = 346 kn, ll = 231 kn, fc' = 21 mpa, and fy = 415 mpa. concrete cover to the centroid of steel reinforcement is 100 mm. calculate the nominal one way shear stress in the slab
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