1. Assume the force ratios for the gravity dam shown are 1.2-1.5 for sliding and 2.0 for overturning. Are these force requirements met in the dam shown? For uplift, assume that there is a triangular distribution with the maximum magnitude 1/3 of the hydrostatic pressure at the heel and 0 at the toe. Consider the reservoir filled to design capacity with 3ft of freeboard. Assume the concrete has SG=2.65 and the coefficient of friction is 0.65 between dam base and foundation. Assume sedimentation and earth quake forces are negligible. 4 fi 27 ft Heel Toe

Structural Analysis
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Chapter2: Loads On Structures
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Please carry the units and draw the forces.

1. Assume the force ratios for the gravity dam shown are 1.2-1.5 for sliding and 2.0 for overturning. Are
these force requirements met in the dam shown? For uplift, assume that there is a triangular distribution
with the maximum magnitude 1/3 of the hydrostatic pressure at the heel and 0 at the toe. Consider the
reservoir filled to design capacity with 3ft of freeboard. Assume the concrete has SG=2.65 and the
coefficient of friction is 0.65 between dam base and foundation. Assume sedimentation and earth quake
forces are negligible.
4 ft
27 ft
Heel
Toe
Transcribed Image Text:1. Assume the force ratios for the gravity dam shown are 1.2-1.5 for sliding and 2.0 for overturning. Are these force requirements met in the dam shown? For uplift, assume that there is a triangular distribution with the maximum magnitude 1/3 of the hydrostatic pressure at the heel and 0 at the toe. Consider the reservoir filled to design capacity with 3ft of freeboard. Assume the concrete has SG=2.65 and the coefficient of friction is 0.65 between dam base and foundation. Assume sedimentation and earth quake forces are negligible. 4 ft 27 ft Heel Toe
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