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Q1: For the square spread footing shown in Fig. below, determine the maximum column load, P, such that the safety factor with respect to bearing capacity is 3 and the total settlement will not exceed 2.5 cm. Use Vesic's bearing capacity equation. Use t = 12 year. 1m 2m x 2m 4 (kN/m²) 0.1 0.3 0.5 NIII, 0.5 - 2000 4000 6000 Sand 1- 1.5- y= 17 kN/m 2- c= 0 kN/m2 2.5 - 0= 30° 3.5 4 - z (m) z (m)

Q1: For the square spread footing shown in Fig. below, determine the maximum column load, P, such that the safety factor with respect to bearing capacity is 3 and the total settlement will not exceed 2.5 cm. Use Vesic's bearing capacity equation. Use t = 12 year. 1m 2m x 2m 4 (kN/m²) 0.1 0.3 0.5 NIII, 0.5 - 2000 4000 6000 Sand 1- 1.5- y= 17 kN/m 2- c= 0 kN/m2 2.5 - 0= 30° 3.5 4 - z (m) z (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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Q1: For the square spread footing shown in Fig. below, determine the maximum column load, P, such that the safety factor with respect to bearing capacity is 3 and the total settlement will not exceed 2.5 cm. Use Vesic's bearing capacity equation. Use t= 12 year. 1m 2m x 2m 4 (kN/m) 0.1 0.3 0.5 0.5 - 2000 4000 6000 Sand 1- 1.5 - Y = 17 kN/m² 2.5 c = 0 kN/m? 3- Q= 30° 3.5 z(m) z (m)
Transcribed Image Text:Q1: For the square spread footing shown in Fig. below, determine the maximum column load, P, such that the safety factor with respect to bearing capacity is 3 and the total settlement will not exceed 2.5 cm. Use Vesic's bearing capacity equation. Use t= 12 year. 1m 2m x 2m 4 (kN/m) 0.1 0.3 0.5 0.5 - 2000 4000 6000 Sand 1- 1.5 - Y = 17 kN/m² 2.5 c = 0 kN/m? 3- Q= 30° 3.5 z(m) z (m)
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