The allowable soil bearing pressure at a building site is 5,500 psf. Determine the plan dimensions of following concrete footings for columns that supports a total dead plus live load of 800 kips. A perimeter column located within 4 ft of the property line that that supports a load of 430kips. Note that no part of the footing shall encroach beyond the property line. 4 ft by 8 ft footing O 8 ft by 10 ft footing O9 ft by 9 ft footing 8 ft by 16 ft footing

The allowable soil bearing pressure at a building site is 5,500 psf. Determine the plan dimensions of following concrete footings for columns that supports a total dead plus live load of 800 kips. A perimeter column located within 4 ft of the property line that that supports a load of 430kips. Note that no part of the footing shall encroach beyond the property line. 4 ft by 8 ft footing O 8 ft by 10 ft footing O9 ft by 9 ft footing 8 ft by 16 ft footing

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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