Part B D, c' Foundation type 110 Ib/ft 17.8 kN/m 16.5 kN/m 3 ft 3 ft 28° 400 lb/ft? Continuous а. b. 1.5 m 1.2 m 35° Continuous 3 m 2 m 30° Square с.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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For the following cases, determine the allowable gross vertical load-bearing capacity of the foundation. Use Terzaghi’s equation and assume general shear failure in soil. Use FS = 4.

Part
B
D,
c'
Foundation type
110 Ib/ft
17.8 kN/m
16.5 kN/m
3 ft
3 ft
28°
400 lb/ft?
Continuous
а.
b.
1.5 m
1.2 m
35°
Continuous
3 m
2 m
30°
Square
с.
Transcribed Image Text:Part B D, c' Foundation type 110 Ib/ft 17.8 kN/m 16.5 kN/m 3 ft 3 ft 28° 400 lb/ft? Continuous а. b. 1.5 m 1.2 m 35° Continuous 3 m 2 m 30° Square с.
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