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1. The Dam ABC has a width of 30 m into the paper and the dam bottom length is 60m. The dam material is concrete with a specific density of 2.40. Water depth in front of the dam is 80m. (a) Calculate the hydrostatic force on the dam upstream surface AB and its moment about С. (b) Could this force tip the dam over? Would fluid seepage under the dam change your argument? Water 20°C 80 m Dam -60 m

1. The Dam ABC has a width of 30 m into the paper and the dam bottom length is 60m. The dam material is concrete with a specific density of 2.40. Water depth in front of the dam is 80m. (a) Calculate the hydrostatic force on the dam upstream surface AB and its moment about С. (b) Could this force tip the dam over? Would fluid seepage under the dam change your argument? Water 20°C 80 m Dam -60 m

Structural Analysis
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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Please answer part a, b
1. The Dam ABC has a width of 30 m into the paper and the dam bottom length is 60m. The dam material is concrete with a specific density of 2.40. Water depth in front of the dam is 80m. (a) Calculate the hydrostatic force on the dam upstream surface AB and its moment about С. (b) Could this force tip the dam over? Would fluid seepage under the dam change your argument? Water 20°C 80 m Dam 60 m
Transcribed Image Text:1. The Dam ABC has a width of 30 m into the paper and the dam bottom length is 60m. The dam material is concrete with a specific density of 2.40. Water depth in front of the dam is 80m. (a) Calculate the hydrostatic force on the dam upstream surface AB and its moment about С. (b) Could this force tip the dam over? Would fluid seepage under the dam change your argument? Water 20°C 80 m Dam 60 m
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