Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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11 Other formulas that you can solve using the same Inputs

Total Height of Wall when Total Thrust from the Soil that are Free to Move is Given
Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil *cos(Angle of inclination)*((cos(Angle of inclination)-sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))/(cos(Angle of inclination)+sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))))) GO
Unit Weight of Soil when Total Thrust from the Soil that are Completely Restrained is Given
unit weight of soil=(2*Total thrust of soil)/((Total height of wall)^2*cos(Angle of inclination))*((cos(Angle of inclination)+sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))/(cos(Angle of inclination)-sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))) GO
Unit Weight of Soil when Total Thrust from the Soil that are Free to Move is Given
unit weight of soil=(2*Total thrust of soil)/((Total height of wall)^2*cos(Angle of inclination))*((cos(Angle of inclination)-sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))/(cos(Angle of inclination)+sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))) GO
Total Thrust from the Soil that are Completely Restrained
Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2*cos(Angle of inclination))*((cos(Angle of inclination)+sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))/(cos(Angle of inclination)-sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))) GO
Total Thrust from the Soil that are Free to Move
Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2*cos(Angle of inclination))*((cos(Angle of inclination)-sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))/(cos(Angle of inclination)+sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))) GO
Net Bearing Capacity of a Long Footing in Foundation Stability Analysis
Net Bearing Capacity=(alpha footing factor*undrained shear strength of soil*value of Nc)+(effective vertical shear stress*value of Nq)+(beta footing factor*unit weight of soil*Width of the Footing*value of Nγ) GO
Void Ratio of Soil when Saturated Unit Weight is Given
Void ratio=(((Specific gravity of the soil*unit weight of soil)-Saturated unit weight)/(Saturated unit weight-Unit weight of water)) GO
Total Height of Wall when Total Thrust from the Soil for Level Surface Behind the Wall is Given
Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil*Coefficient of active pressure)) GO
Unit Weight of Soil when Total Thrust from the Soil for Level Surface Behind the Wall is Given
unit weight of soil=(2*Total thrust of soil)/((Total height of wall)^2*Coefficient of active pressure) GO
Coefficient of Active Pressure when Total Thrust from the Soil for Level Surface is Given
Coefficient of active pressure=(2*Total thrust of soil)/(unit weight of soil*(Total height of wall)^2) GO
Total Thrust from the Soil when the Surface Behind the Wall is Level
Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2*Coefficient of active pressure) GO

4 Other formulas that calculate the same Output

Total Height of Wall when Total Thrust from the Soil that are Completely Restrained is Given
Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil *cos(Angle of inclination)*((cos(Angle of inclination)+sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))/(cos(Angle of inclination)-sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))))) GO
Total Height of Wall when Total Thrust from the Soil that are Free to Move is Given
Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil *cos(Angle of inclination)*((cos(Angle of inclination)-sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))/(cos(Angle of inclination)+sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))))) GO
Height of Wall when Total Thrust of the Soil that are Free to Move only a Small Amount is Given
Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil*Coefficient of passive pressure)) GO
Total Height of Wall when Total Thrust from the Soil for Level Surface Behind the Wall is Given
Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil*Coefficient of active pressure)) GO

Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given Formula

Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil*Coefficient of passive pressure))
h<sub>w</sub>=sqrt((2*P)/(γ*K<sub>P</sub>))
More formulas
Total Thrust from the Soil that are Free to Move GO
Unit Weight of Soil when Total Thrust from the Soil that are Free to Move is Given GO
Total Height of Wall when Total Thrust from the Soil that are Free to Move is Given GO
Total Thrust from the Soil when the Surface Behind the Wall is Level GO
Unit Weight of Soil when Total Thrust from the Soil for Level Surface Behind the Wall is Given GO
Total Height of Wall when Total Thrust from the Soil for Level Surface Behind the Wall is Given GO
Coefficient of Active Pressure when Total Thrust from the Soil for Level Surface is Given GO
Coefficient of Active Pressure when Angle of Internal Friction of Soil is Given GO
Angle of Internal Friction of Soil when Coefficient of Active Pressure is Given GO
Total Thrust from the Soil that are Completely Restrained GO
Unit Weight of Soil when Total Thrust from the Soil that are Completely Restrained is Given GO
Total Height of Wall when Total Thrust from the Soil that are Completely Restrained is Given GO
Total Thrust from the Soil that are Completely Restrained and Surface is Level GO
Unit Weight of Soil when Thrust of Soil that are Completely Restrained and Surface is Level is Given GO
Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given GO
Coefficient of Passive Pressure when Angle of Internal Friction of Soil is Given GO
Angle of Internal Friction of Soil when Coefficient of Passive Pressure is Given GO

What is height of wall ?

The vertical distance from the finished floor surface to the ceiling above it. This is also known as floor-to-ceiling height. Enter the percentage of the home (or section of the home if it has wings or is sectioned) that are between 7' and 40' high walls.

How to Calculate Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given?

Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given calculator uses Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil*Coefficient of passive pressure)) to calculate the Total height of wall, The Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given formula is defined as the height of wall which is under consideration. Total height of wall and is denoted by hw symbol.

How to calculate Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given using this online calculator? To use this online calculator for Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given, enter Total thrust of soil (P), unit weight of soil (γ) and Coefficient of passive pressure (KP) and hit the calculate button. Here is how the Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given calculation can be explained with given input values -> 44.72136 = sqrt((2*10000)/(1*10)).

FAQ

What is Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given?
The Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given formula is defined as the height of wall which is under consideration and is represented as hw=sqrt((2*P)/(γ*KP)) or Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil*Coefficient of passive pressure)). Total thrust of soil is the force acting on unit length of soil, unit weight of soil is the weight of soil used per unit i.e total weight of the soil divided by total volume and Coefficient of passive pressure is defined as the ratio of the horizontal to vertical stress.
How to calculate Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given?
The Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given formula is defined as the height of wall which is under consideration is calculated using Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil*Coefficient of passive pressure)). To calculate Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given, you need Total thrust of soil (P), unit weight of soil (γ) and Coefficient of passive pressure (KP). With our tool, you need to enter the respective value for Total thrust of soil, unit weight of soil and Coefficient of passive pressure and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Total height of wall?
In this formula, Total height of wall uses Total thrust of soil, unit weight of soil and Coefficient of passive pressure. We can use 4 other way(s) to calculate the same, which is/are as follows -
  • Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil *cos(Angle of inclination)*((cos(Angle of inclination)-sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))/(cos(Angle of inclination)+sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2)))))
  • Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil*Coefficient of active pressure))
  • Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil *cos(Angle of inclination)*((cos(Angle of inclination)+sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))/(cos(Angle of inclination)-sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2)))))
  • Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil*Coefficient of passive pressure))
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