Mechanics of Solids ( Final exam question)

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SUMMARY

The discussion revolves around calculating stresses at points A and B in a dam using given parameters such as the weight of concrete (25 kN/m³), height of water (3.3 m), and density of water (1000 kg/m³). The user seeks assistance in converting density to force and determining the resultant hydrostatic force acting on the dam. Key calculations include the resultant hydrostatic force of water (32.373 kN) and the magnitude of the resultant force (53.42 kN). The conversation highlights the importance of understanding the assumptions regarding the dam's fixation to the ground for accurate stress calculations.

PREREQUISITES
  • Understanding of hydrostatic pressure and forces
  • Knowledge of basic mechanics of solids
  • Familiarity with stress calculation formulas (Stress = Force/Area)
  • Concept of weight density in fluid mechanics
NEXT STEPS
  • Research hydrostatic pressure calculations in fluid mechanics
  • Learn about the assumptions in structural analysis for dams
  • Study the principles of stress distribution in solid mechanics
  • Explore methods for calculating forces in static equilibrium
USEFUL FOR

Civil engineering students, structural engineers, and anyone involved in the design and analysis of dam structures will benefit from this discussion.

civilnerd11
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hello all!
I am new to this forum. I am doing Mechanic of Solid ( summer course). I have come across with this problem , but I don't know how to solve it. I have attached the question. Could anyone help me?
I don't know how to convert from density to force. in this questions
given are

weight of concrete= 25 kN/m^3
Height of the water contained by the dam= 3.3 m
density of water= 1000 kg/m^3
Stresses at A and B=?

In order to find out stresss, I need to know forces. This is where I get stuck!
Thank you very much!
 

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You have density of water (mass per cubic meter) and gravity, and so you can calculate the weight (F=ma) of a column of water all the way to the bottom of the dam.
 


Here is my workout for this problem. But I need to find stresses at Point A and B. I guess I take a moment at either A or B and find the forces. But stress= Force/area. Area is not given in this problem. How do I go from here? Thanks!

1) weight of the dam W= mg= pvg= (pg)v= rV= 25 kN/m^3 ( 2.16 X 3.6 /2 X b) pg= weight density, b= width= 97.2 b kN

2) Resultant hydrostatic force of water= density of water X gravity X height= 1000 kg/m^3 X 9.8 m/s^2 X 3.3 m- 32.373 kPa therefore weight b= 32.373kN Magnitude of the resultant force F= 32.373 b kN X 3.3 / 2 = 53.42 kN

I am stuck here again. Could anyone help me? Thank you so much!1
 


It doesn't matter how long the dam is. The stress won't change along the length. So if you want to do the math "properly" take the length as L and it will cancel out eventually. Or if you just want to get to the answer, assume the dam is 1 meter long.

I can't help you on how to find the stresses, because the answer depends on making some assumptions about how the dam is fixed to the ground, but that is not included in the question. Maybe civil engineers are supposed to "know" what those assumptions are, but I don't.
 

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