Determine the required number of 20 mm bars parallel to the critical side.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter16: Soil Bearing Capacity For Shallow Foundations
Section: Chapter Questions
Problem 16.14P: Redo Problem 16.13 with the following data: gross allowable load = 184,000 lb, = 121 lb/ft3, c = 0,...
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A 300 mm x 400 mm column is to be supported by 489 m thick square footing @ its
%3D
center. Service DL = 492 kN, service LL = 917 kN, CC to bar centroid is 90 mm, fc' =
24.32 MPa and fy 414 MPa. Consider the weight of the footing and soil to be
16.76% of the dead load. SBC = 180 kPa
300
400
300
Determine the required number of 20 mm bars parallel to the critical side.
Note: Present the width (B) in multiples of 100 mm.
Transcribed Image Text:A 300 mm x 400 mm column is to be supported by 489 m thick square footing @ its %3D center. Service DL = 492 kN, service LL = 917 kN, CC to bar centroid is 90 mm, fc' = 24.32 MPa and fy 414 MPa. Consider the weight of the footing and soil to be 16.76% of the dead load. SBC = 180 kPa 300 400 300 Determine the required number of 20 mm bars parallel to the critical side. Note: Present the width (B) in multiples of 100 mm.
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