Hydrostatic Thrust Calculation for Trapezoidal Retaining Wall

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SUMMARY

The discussion focuses on calculating the hydrostatic thrust on a trapezoidal retaining wall that is 6m high, 1.5m wide at the top, and 3m wide at the base, retaining water to its full height. The density of water is specified as 1000 kg/m³, and the weight of concrete is given as 24 kN/m³. Participants emphasize the importance of using relevant equations and showing work for accurate calculations, particularly for determining the factor of safety against overturning.

PREREQUISITES
  • Understanding of hydrostatic pressure principles
  • Familiarity with trapezoidal geometry
  • Knowledge of concrete density and weight calculations
  • Ability to apply equilibrium equations in structural analysis
NEXT STEPS
  • Study hydrostatic pressure calculations for retaining walls
  • Learn about the factors of safety in structural engineering
  • Explore the use of equilibrium equations in analyzing retaining wall stability
  • Review examples of trapezoidal wall designs and their calculations
USEFUL FOR

Civil engineers, structural engineers, and students studying retaining wall design and hydrostatic pressure calculations will benefit from this discussion.

paul orourke
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Homework Statement


A trapezoidal mass concrete retaining wall 6m high,1.5m wide at the top and 3m at the base retains water to its full height. calculate the hydrostatic thrust on the retaining wall and a factor of safety against oveerturning. take the density of water to be 1000kg/m3 and the weight of the concrete to be 24KN/m3


Homework Equations





The Attempt at a Solution

 
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iv posted a similar question to one iv received but am struggeling with the theory a walk through would be much appreciated or a answer i could work back if anybody could help i would be really greatful thanks
 
paul orourke: You must post some relevant equations, and show your work; then someone might check your math.
 

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