A square footing 2.4 m x 0.33 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL= 320 KN LL = 231 KN fc = 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.

A square footing 2.4 m x 0.33 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL= 320 KN LL = 231 KN fc = 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.

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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