rectangular footing 2.3 m x 3.2 m x 0.34 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 341 kN LL = 216 kN f’c = 21 MPa fy = 415 MPa Concrete cover to the centroid of steel reinforcement = 100 mm Calculate the nominal punching shear stress in the slab. Write your final answer with 2 decimal places if the unit is MPA.
rectangular footing 2.3 m x 3.2 m x 0.34 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 341 kN LL = 216 kN f’c = 21 MPa fy = 415 MPa Concrete cover to the centroid of steel reinforcement = 100 mm Calculate the nominal punching shear stress in the slab. Write your final answer with 2 decimal places if the unit is MPA.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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30
A rectangular footing 2.3 m x 3.2 m x 0.34 m thick supports a 300 mm square column at its center.
Column loads are service conditions:
DL = 341 kN
LL = 216 kN
f’c = 21 MPa
fy = 415 MPa
Concrete cover to the centroid of steel reinforcement = 100 mm
Calculate the nominal punching shear stress in the slab. Write your final answer with 2 decimal places if the unit is MPA.
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