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Part в D, Foundation type 28.75 kN/m 17.29 kN/m Continuous 17 kN/m 16.5 kN/m a. 1.22 m 0.91 m 25° b. 2 m Im 30° Continuous с. 3 m 2 m 30° Square qu = c'N. + qN, + yBN, (continuous or strip foundation) qu = 1.3c'N. + qNg + 0.4YBN, (square foundation)

Part в D, Foundation type 28.75 kN/m 17.29 kN/m Continuous 17 kN/m 16.5 kN/m a. 1.22 m 0.91 m 25° b. 2 m Im 30° Continuous с. 3 m 2 m 30° Square qu = c'N. + qN, + yBN, (continuous or strip foundation) qu = 1.3c'N. + qNg + 0.4YBN, (square foundation)

Structural Analysis
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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The final bearing capacity under vertical loading is desirable, assuming a reliability coefficient of 4 and creating a total shear rupture and a general equation qu = c'N,FFeaFa + qN,F„FgFgi + yBN,F,FyaFyi Part в D, Foundation type 28.75 kN/m? 17.29 kN/m Continuous 17 kN/m 16.5 kN/m Square a. 1.22 m 0.91 m 25° b. 2 m Im 30 Continuous с. 3 m 2 m 30° qu = c'N, + qN, + yBN, (continuous or strip foundation) qu = 1.3c'N + qNg + 0.4 BN, (square foundation)
Transcribed Image Text:The final bearing capacity under vertical loading is desirable, assuming a reliability coefficient of 4 and creating a total shear rupture and a general equation qu = c'N,FFeaFa + qN,F„FgFgi + yBN,F,FyaFyi Part в D, Foundation type 28.75 kN/m? 17.29 kN/m Continuous 17 kN/m 16.5 kN/m Square a. 1.22 m 0.91 m 25° b. 2 m Im 30 Continuous с. 3 m 2 m 30° qu = c'N, + qN, + yBN, (continuous or strip foundation) qu = 1.3c'N + qNg + 0.4 BN, (square foundation)
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