The gravity dam made of concrete is shown in the Figure. Consider hydrostatic uplft and water at normal water level height (meaning, no flood) in the upstream side. Use unit weight of concrete at 240 kg/cu. m. and unit weight of water at 1000 kg/cu. m. (1) Solve for the numerical value of the forces in kg and their moment arms with respect to the toe. (2) Solve for the magnitude and location of the reaction forces with respect to the toe of the dam such that the damis safe against sliding and overturning. (3) Is the dam safe? Solve for the factor of safety against sliding, and factor of safety against overturning. Use p = 0.25. H= 15 m Figure 2. Diagram for Dam in Problem 4. Table 1. Dam Portions with Dimensions for Dam Problem Height (m) 6. 20 Area Base (m) 1 3 2 12

The gravity dam made of concrete is shown in the Figure. Consider hydrostatic uplft and water at normal water level height (meaning, no flood) in the upstream side. Use unit weight of concrete at 240 kg/cu. m. and unit weight of water at 1000 kg/cu. m. (1) Solve for the numerical value of the forces in kg and their moment arms with respect to the toe. (2) Solve for the magnitude and location of the reaction forces with respect to the toe of the dam such that the damis safe against sliding and overturning. (3) Is the dam safe? Solve for the factor of safety against sliding, and factor of safety against overturning. Use p = 0.25. H= 15 m Figure 2. Diagram for Dam in Problem 4. Table 1. Dam Portions with Dimensions for Dam Problem Height (m) 6. 20 Area Base (m) 1 3 2 12

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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