A column foundation (Figure 1) is 3 m x 2 m in plane. Given: D,= 2m, þ=25°, c = 50 kN/m?. Using the general bearing capacity equation and FS = 4, determine the net allowable load the foundation could carry (Use this equation for the net allowable bearing cacpcity: 9all(net) %3D FS Figure 1 Yso = 16.8 N/m 1m W.T D, = 2m Figure 1 3m x2m a15 Yso = 16.8 N/m 1m W.T . Solve Problem 3 if the vertical load is inclined with a = 15° D, = 2m 3m x2m
A column foundation (Figure 1) is 3 m x 2 m in plane. Given: D,= 2m, þ=25°, c = 50 kN/m?. Using the general bearing capacity equation and FS = 4, determine the net allowable load the foundation could carry (Use this equation for the net allowable bearing cacpcity: 9all(net) %3D FS Figure 1 Yso = 16.8 N/m 1m W.T D, = 2m Figure 1 3m x2m a15 Yso = 16.8 N/m 1m W.T . Solve Problem 3 if the vertical load is inclined with a = 15° D, = 2m 3m x2m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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