Problem #1 Design a square footing to support an 18 in. square column tied interior column reinforced with 8 #9 bars. The column carries an unfactored axial dead load of 245 kips and an axial live load of 200 kips. The base of the footing is 4.0ft. below final grade and allowable soil pressure is 5 k/ft2 Use f' 3.0 ksi and fy 60.0 ksi

Problem #1 Design a square footing to support an 18 in. square column tied interior column reinforced with 8 #9 bars. The column carries an unfactored axial dead load of 245 kips and an axial live load of 200 kips. The base of the footing is 4.0ft. below final grade and allowable soil pressure is 5 k/ft2 Use f' 3.0 ksi and fy 60.0 ksi

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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Foundation construction

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subject : Geotechnical Design

Book : PRINCIPLE OF FOUNDATION ENGINEERING

Problem #1
Design a square footing to support an 18 in. square column tied interior column reinforced
with 8 #9 bars. The column carries an unfactored axial dead load of 245 kips and an axial
live load of 200 kips. The base of the footing is 4.0ft. below final grade and allowable soil
pressure is 5 k/ft2 Use f' 3.0 ksi and fy 60.0 ksi

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