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A rectangular footing of 1.5x2.0 m on stiff clay (0= 0) is subjected to an inclined load as shown in figure below. What is the factor of safety against shear failure ; ( Use Meyerhof s Equation) !B = 30° %3D G.S. 180 kN D; =1.5m y = 20 kN/m² C = 80 kPa B = 1.5mn 4 m W.T.

A rectangular footing of 1.5x2.0 m on stiff clay (0= 0) is subjected to an inclined load as shown in figure below. What is the factor of safety against shear failure ; ( Use Meyerhof s Equation) !B = 30° %3D G.S. 180 kN D; =1.5m y = 20 kN/m² C = 80 kPa B = 1.5mn 4 m W.T.

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 rectangular footing of 1.5x2.0 m on stiff clay (o= 0) is subjected to an inclined load as shown in figure below. What is the factor of safety against shear failure ; (Use Meyerhof s Equation) !B = 30° G.S. 180 kN D;=1.5m y = 20 kN/m² C = 80 kPa B = 1.5m 4 m W.T.
Transcribed Image Text:A rectangular footing of 1.5x2.0 m on stiff clay (o= 0) is subjected to an inclined load as shown in figure below. What is the factor of safety against shear failure ; (Use Meyerhof s Equation) !B = 30° G.S. 180 kN D;=1.5m y = 20 kN/m² C = 80 kPa B = 1.5m 4 m W.T.
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