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A square foundation is shown in Figure 4.30, with e = 0.3 m and eg = 0.15 m. Assume two-way eccentricity, and determine the ultimate load, Q. Sánd 18 kN/m 30 0.7 1.5 m x 1.5 m = 0.15 m 1.5 m m Figure 4.30 An eccentrically loaded foundation 1.5 m

A square foundation is shown in Figure 4.30, with e = 0.3 m and eg = 0.15 m. Assume two-way eccentricity, and determine the ultimate load, Q. Sánd 18 kN/m 30 0.7 1.5 m x 1.5 m = 0.15 m 1.5 m m Figure 4.30 An eccentrically loaded foundation 1.5 m

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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A square foundation is shown in Figure 4.30, with e = 0.3 m and eg = 0.15 m. Assume two-way eccentricity, and determine the ultimate load, Q %3D Sảnd 18 kN/m 30 1.5 m x 1.5 m R= 0.15 m 15 m EL 0.3 m Figure 4.30 An eccentrically loaded foundation 1.5 m
Transcribed Image Text:A square foundation is shown in Figure 4.30, with e = 0.3 m and eg = 0.15 m. Assume two-way eccentricity, and determine the ultimate load, Q %3D Sảnd 18 kN/m 30 1.5 m x 1.5 m R= 0.15 m 15 m EL 0.3 m Figure 4.30 An eccentrically loaded foundation 1.5 m
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