column load for a building was 30,000 pounds. If the maximum possible dimension of shallow footing is 5 ft x 5 ft a tainable (bearing capacity) is 1000 psf, then the possible scenario would be: O Shift the design to use deep foundation Use the maximum allowed shallow foundation dimension (as given) O None of the answers O Stop working in this project
column load for a building was 30,000 pounds. If the maximum possible dimension of shallow footing is 5 ft x 5 ft a tainable (bearing capacity) is 1000 psf, then the possible scenario would be: O Shift the design to use deep foundation Use the maximum allowed shallow foundation dimension (as given) O None of the answers O Stop working in this project
Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
Section: Chapter Questions
Problem 1LR
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Transcribed Image Text:A column load for a building was 30,000 pounds. If the maximum possible dimension of shallow footing is 5 ft x 5 ft and the maximum soil strength
attainable (bearing capacity) is 1000 psf, then the possible scenario would be:
Shift the design to use deep foundation
Use the maximum allowed shallow foundation dimension (as given)
None of the answers
Stop working in this project
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