16. Determine the angle 0 for which the uniform bar of length L and weight W will be in equilibrium. Neglect friction. Ans. 0 = 15.12° 30° L 40° B

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Chapter6: Vertical Stress Increase In Soil
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Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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16. Determine the angle 0 for which the uniform bar of
length L and weight W will be in equilibrium. Neglect friction. Ans. 0 = 15.12°
30°
to
L
40°
B
Transcribed Image Text:16. Determine the angle 0 for which the uniform bar of length L and weight W will be in equilibrium. Neglect friction. Ans. 0 = 15.12° 30° to L 40° B
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