supports
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a square footing 2.4 m x 0.34 m thick supports a 300 mm square column at its center.
column loads are service conditions:
DL = 376 kN
LL = 213 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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