[Soil Bearing Capacity] ( a gross load of 700 kN. Using a factor of safety 3, determine the required value of B. Assume general shear failure. N. = 63. 53,Nq = 47.16, Ny = 54.36 ). A square footing is shown below. The footing will carry Q = 700 kN y = 17.4 kN/m = 36° C = 0 1.2 m

Structural Analysis
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Chapter2: Loads On Structures
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[Soil Bearing Capacity] (
a gross load of 700 kN. Using a factor of safety 3, determine the required value of B. Assume
general shear failure. N. = 63. 53,Nq = 47.16, Ny = 54.36
). A square footing is shown below. The footing will carry
Q = 700 kN
Y = 17.4 kN/m
$ = 36°
C = 0
1.2 m
Transcribed Image Text:[Soil Bearing Capacity] ( a gross load of 700 kN. Using a factor of safety 3, determine the required value of B. Assume general shear failure. N. = 63. 53,Nq = 47.16, Ny = 54.36 ). A square footing is shown below. The footing will carry Q = 700 kN Y = 17.4 kN/m $ = 36° C = 0 1.2 m
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