square footing 2.2 m x 0.31 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 331 kN LL = 251 kN f’c = 21 MPa fy = 415 MPa Concrete cover to the centroid of steel reinforcement = 100 mm Calculate the nominal one way shear stress in the slab. Write your final answer with 2 decimal places if the unit is MPA.
square footing 2.2 m x 0.31 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 331 kN LL = 251 kN f’c = 21 MPa fy = 415 MPa Concrete cover to the centroid of steel reinforcement = 100 mm Calculate the nominal one way shear stress in the slab. Write your final answer with 2 decimal places if the unit is MPA.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.22P: A flexible circular footing of radius R carries a uniform pressure q. Find the depth (in terms of R)...
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A square footing 2.2 m x 0.31 m thick supports a 300 mm square column at its center.
Column loads are service conditions:
DL = 331 kN
LL = 251 kN
f’c = 21 MPa
fy = 415 MPa
Concrete cover to the centroid of steel reinforcement = 100 mm
Calculate the nominal one way shear stress in the slab. Write your final answer with 2 decimal places if the unit is MPA.
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