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Part в D, Foundation type 25 28.75 kN/m 17.29 kN/m Continuous 17 KN/m 16.5 kN/m 1.22 m 0.91 m a. 2 m 3m Im 2 m b. 30 0 Continuous e. 30 0 Square 4. -c'N, + qN, +}yBN, (continuous or strip foundation) 9=1.3c'N, + qN, + 0.4YBN, (square foundation)

Part в D, Foundation type 25 28.75 kN/m 17.29 kN/m Continuous 17 KN/m 16.5 kN/m 1.22 m 0.91 m a. 2 m 3m Im 2 m b. 30 0 Continuous e. 30 0 Square 4. -c'N, + qN, +}yBN, (continuous or strip foundation) 9=1.3c'N, + qN, + 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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Based on the given information, it is desirable to determine the final load-bearing capacity under vertical loading, assuming a reliability coefficient of 4 and creating a total shear rupture and Terzaghi equation. Part B 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. 2m 30 0 30 0 Im Continuous c. 3m 2 m q.=c'N, + qN, + lyBN, (continuous or strip foundation) 4=1.3c'N, + qN, + 0.4 BN, (square foundation) E E
Transcribed Image Text:Based on the given information, it is desirable to determine the final load-bearing capacity under vertical loading, assuming a reliability coefficient of 4 and creating a total shear rupture and Terzaghi equation. Part B 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. 2m 30 0 30 0 Im Continuous c. 3m 2 m q.=c'N, + qN, + lyBN, (continuous or strip foundation) 4=1.3c'N, + qN, + 0.4 BN, (square foundation) E E
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