Mechanics of Solids ( Final exam question)

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Discussion Overview

The discussion revolves around a problem related to the mechanics of solids, specifically focusing on calculating stresses at points A and B in a dam structure. Participants are exploring the relationship between density, force, and stress in the context of a final exam question for a summer course in Mechanics of Solids.

Discussion Character

  • Homework-related
  • Technical explanation
  • Exploratory

Main Points Raised

  • One participant expresses uncertainty about converting density to force and calculating stresses, seeking assistance with the problem.
  • Another participant suggests using the density of water and gravity to calculate the weight of a column of water, implying a method to find the resultant force acting on the dam.
  • A third participant provides a calculation approach for the weight of the dam and the resultant hydrostatic force of water, but indicates a lack of information regarding the area needed to find stress.
  • One participant notes that the length of the dam does not affect the stress calculation and suggests assuming a length of 1 meter for simplification, while also highlighting the need for assumptions about how the dam is fixed to the ground, which are not provided in the question.

Areas of Agreement / Disagreement

Participants do not reach a consensus on how to proceed with the calculations, and there are multiple viewpoints regarding the assumptions necessary for determining stresses at points A and B.

Contextual Notes

Participants mention the need for assumptions about the dam's fixation to the ground, which are not specified in the problem, potentially affecting the calculation of stresses.

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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