Design of Isolated Footing FootingQuestion: (See photo)Note: Avoid rounding off values in the course of solution proper as much as possible. ROUND OFF ONLY AT THE FINAL ANSWER. A 300 mm x 400 mm column is to besupported by 471 m thick squarefooting @ its center. Service DL =409 kN, service LL = 616 kN, CC tobar centroid is 90 mm, fc' = 22 MPaand fy = 414 MPa. Consider the%3Dweight of the footing and soil to be14.74% of the dead load. SBC = 202%3DkPa400300300Determine the critical ultimatepunching shear stress in MPaNote: Present the width (B) inmultiples of 100 mm.

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Answered: A 300 mm x 400 mm column is to be…

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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Design of Isolated Footing Footing Question: (See photo) Note: Avoid rounding off values in the course of solution proper as much as possible. ROUND OFF ONLY AT THE FINAL ANSWER.

A 300 mm x 400 mm column is to be
supported by 471 m thick square
footing @ its center. Service DL =
409 kN, service LL = 616 kN, CC to
bar centroid is 90 mm, fc' = 22 MPa
and fy = 414 MPa. Consider the
%3D
weight of the footing and soil to be
14.74% of the dead load. SBC = 202
%3D
kPa
400
300
300
Determine the critical ultimate
punching shear stress in MPa
Note: Present the width (B) in
multiples of 100 mm.

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