Given the following: Interior Column Axial Dead Load Axial Live Load Depth of footing Allowable soil pressure Unit weight of soil above footing Unit weight of concrete Concrete compressive strength, f'c Steel yield strength, fy 500 mm x 500 mm 1500 KN 1300 KN 1.8 m 230 KPa 18 KN/m³ 23.5 KN/m³ 28 MPa 345 MPa Design the footing if its width is limited to 3.0 m. Use 25 mm bars and 75 mm clear concrete cover

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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Given the following:
Interior Column
Axial Dead Load
Axial Live Load
Depth of footing
Allowable soil pressure
Unit weight of soil above footing
Unit weight of concrete
Concrete compressive strength, f'c
Steel yield strength, fy
500 mm x 500 mm
1500 KN
1300 KN
1.8 m
230 KPa
18 KN/m³
23.5 KN/m³
28 MPa
345 MPa
Design the footing if its width is limited to 3.0 m. Use 25 mm bars and 75 mm clear
concrete cover
Transcribed Image Text:Given the following: Interior Column Axial Dead Load Axial Live Load Depth of footing Allowable soil pressure Unit weight of soil above footing Unit weight of concrete Concrete compressive strength, f'c Steel yield strength, fy 500 mm x 500 mm 1500 KN 1300 KN 1.8 m 230 KPa 18 KN/m³ 23.5 KN/m³ 28 MPa 345 MPa Design the footing if its width is limited to 3.0 m. Use 25 mm bars and 75 mm clear concrete cover
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