For general c- soil, cohesion c is 50 kPa, the total unit weight y, is 20 kN/m3 and the bearing capacity factors are N= 8 and = 3 and N, = 2. Using Terzaghi's formula. Na Calculate the net ultimate bearing capacity for a strip footing of width B=2m at depth z = 1 m. Considering shear failure only, estimate the safe total load on a footing 10m long by 2m %3D %3D wide strip footing using a factor of safety of 3.
For general c- soil, cohesion c is 50 kPa, the total unit weight y, is 20 kN/m3 and the bearing capacity factors are N= 8 and = 3 and N, = 2. Using Terzaghi's formula. Na Calculate the net ultimate bearing capacity for a strip footing of width B=2m at depth z = 1 m. Considering shear failure only, estimate the safe total load on a footing 10m long by 2m %3D %3D wide strip footing using a factor of safety of 3.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:For general c- soil, cohesion c is 50 kPa,
the total unit weight y. is 20 kN/m3 and the
bearing capacity factors are N= 8 and
= 3 and N, = 2. Using Terzaghi's formula.
Na
Calculate the net ultimate bearing capacity for
a strip footing of width B=2m at depth z = 1
m. Considering shear failure only, estimate the
safe total load on a footing 10m long by 2m
wide strip footing using a factor of safety of 3.
%3D
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