3. A column foundation (Figure 1) is 3 m x 2 m in plane. Given: D;= 2m, o=25°, c = 50 kN/m². 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) = qu -4). FS Figure 1 1m Ysoil = 16.8 N/m3 W.T D, = 2m Figure 1 3m x2m
3. A column foundation (Figure 1) is 3 m x 2 m in plane. Given: D;= 2m, o=25°, c = 50 kN/m². 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) = qu -4). FS Figure 1 1m Ysoil = 16.8 N/m3 W.T D, = 2m Figure 1 3m x2m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Geotechnical question

Transcribed Image Text:3. A column foundation (Figure 1) is 3 m x 2 m in plane. Given: D;= 2m, o=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: qalu(net) = ).
%3D
FS
Figure 1
Yeoi = 16.8 N/m?
1m
W.T
D, = 2m
Figure 1
3m x2m
a=15
1m
Ysoil = 16.8 N/m³
W.T
D, = 2m
4. Solve Problem 3 if the vertical load is inclined with a = 15°
3m x2m
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