Total Tension in Pipe with known Head of Water Solution

STEP 0: Pre-Calculation Summary
Formula Used
Total Tension of Pipe in MN = ((Unit Weight of Liquid*Head of Liquid)*Cross-Sectional Area)+((Unit Weight of Liquid*Cross-Sectional Area*(Flow Velocity of Fluid)^2)/Acceleration Due To Gravity in Environment)
Tmn = ((γw*H)*Acs)+((γw*Acs*(Vw)^2)/g)
This formula uses 6 Variables
Variables Used
Total Tension of Pipe in MN - (Measured in Newton) - Total Tension of Pipe in MN is defined as the force that tries to elongate a pipe.
Unit Weight of Liquid - (Measured in Newton per Cubic Meter) - Unit Weight of Liquid is the weight of water per unit volume of water.
Head of Liquid - (Measured in Meter) - The Head of Liquid is the height of a liquid column that corresponds to a particular pressure exerted by the liquid column from the base of its container.
Cross-Sectional Area - (Measured in Square Meter) - Cross-Sectional Area is the area of a two-dimensional shape that is obtained when a three-dimensional shape is sliced perpendicular to some specified axis at a point.
Flow Velocity of Fluid - (Measured in Meter per Second) - Flow Velocity of Fluid gives the velocity of an element of fluid at a position and time.
Acceleration Due To Gravity in Environment - (Measured in Meter per Square Second) - Acceleration Due To Gravity in Environment is the acceleration gained by an object due to gravitational force.
STEP 1: Convert Input(s) to Base Unit
Unit Weight of Liquid: 9810 Newton per Cubic Meter --> 9810 Newton per Cubic Meter No Conversion Required
Head of Liquid: 15 Meter --> 15 Meter No Conversion Required
Cross-Sectional Area: 13 Square Meter --> 13 Square Meter No Conversion Required
Flow Velocity of Fluid: 1290.6 Meter per Second --> 1290.6 Meter per Second No Conversion Required
Acceleration Due To Gravity in Environment: 9.8 Meter per Square Second --> 9.8 Meter per Square Second No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Tmn = ((γw*H)*Acs)+((γw*Acs*(Vw)^2)/g) --> ((9810*15)*13)+((9810*13*(1290.6)^2)/9.8)
Evaluating ... ...
Tmn = 21677436965.3878
STEP 3: Convert Result to Output's Unit
21677436965.3878 Newton -->21677.4369653878 Meganewton (Check conversion here)
FINAL ANSWER
21677.4369653878 21677.44 Meganewton <-- Total Tension of Pipe in MN
(Calculation completed in 00.020 seconds)

Credits

Created by Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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19 Stresses Due to External Loads Calculators

Total Tension in Pipe with known Head of Water
Go Total Tension of Pipe in MN = ((Unit Weight of Liquid*Head of Liquid)*Cross-Sectional Area)+((Unit Weight of Liquid*Cross-Sectional Area*(Flow Velocity of Fluid)^2)/Acceleration Due To Gravity in Environment)
Total Tension in Pipe using Water Pressure
Go Total Tension of Pipe in MN = (Water Pressure*Cross-Sectional Area)+((Unit Weight Of Water in KN per Cubic Meter*Cross-Sectional Area*(Flow Velocity of Fluid)^2)/Acceleration Due To Gravity in Environment)
Compressive End Fibre Stress at Horizontal Diameter
Go Extreme Fibre Stress = ((3*Load on Buried Pipe per Unit Length*Diameter of Pipe in Centimeter)/(8*Thickness of Pipe^2)+(Load on Buried Pipe per Unit Length)/(2*Thickness of Pipe))
Diameter of Pipe given Compressive End Fibre Stress
Go Diameter of Pipe = (Extreme Fibre Stress-(Load on Buried Pipe per Unit Length)/(2*Thickness of Pipe))*((8*Thickness of Pipe^2)/(3*Load on Buried Pipe per Unit Length))
Diameter of Pipe given Tensile End Fibre Stress
Go Diameter of Pipe = (Extreme Fibre Stress+(Load on Buried Pipe per Unit Length)/(2*Thickness of Pipe))*((8*Thickness of Pipe^2)/(3*Load on Buried Pipe per Unit Length))
Load per meter Length of Pipe for Compressive End Fibre Stress
Go Load on Buried Pipe per Unit Length = Extreme Fibre Stress/((3*Diameter of Pipe)/(8*Thickness of Pipe^2)+(1)/(2*Thickness of Pipe))
Width of Trench for Load per meter Length of Pipe
Go Width of Trench = sqrt(Load on Buried Pipe per Unit Length/(Coefficient Dependent on Soil in Environmental*Unit Weight of Fill))
Concentrated Wheel Load given Average Load on Pipe
Go Concentrated Wheel Load = (Average Load on Pipe in Newton per Meter*Effective Length of Pipe)/(Impact Factor*Load Coefficient)
Load coefficient using Average Load on Pipe
Go Load Coefficient = (Average Load on Pipe in Newton per Meter*Effective Length of Pipe)/(Impact Factor*Concentrated Wheel Load)
Impact factor using Average Load on Pipe
Go Impact Factor = (Average Load on Pipe in Newton per Meter*Effective Length of Pipe)/(Load Coefficient*Concentrated Wheel Load)
Effective Length of Pipe using Average Load on Pipe
Go Effective Length of Pipe = (Impact Factor*Load Coefficient*Concentrated Wheel Load)/Average Load on Pipe in Newton per Meter
Average Load on Pipe due to Wheel Load
Go Average Load on Pipe in Newton per Meter = (Impact Factor*Load Coefficient*Concentrated Wheel Load)/Effective Length of Pipe
Thickness of Pipe given Maximum End Fibre Stress
Go Thickness of Pipe = sqrt((3*Load on Buried Pipe per Unit Length*Diameter of Pipe)/(8*Extreme Fibre Stress))
Constant which depend upon type of Soil for Load per meter Length of Pipe
Go Coefficient Dependent on Soil in Environmental = Load on Buried Pipe per Unit Length/(Unit Weight of Fill*(Width of Trench)^2)
Unit Weight of Backfill Material for Load per meter Length of Pipe
Go Unit Weight of Fill = Load on Buried Pipe per Unit Length/(Coefficient Dependent on Soil in Environmental*(Width of Trench)^2)
Load per meter Length of Pipe
Go Load on Buried Pipe per Unit Length = Coefficient Dependent on Soil in Environmental*Unit Weight of Fill*(Width of Trench)^2
Load per meter Length of Pipe for Maximum End Fibre Stress
Go Load on Buried Pipe per Unit Length = Extreme Fibre Stress/((3*Diameter of Pipe)/(8*Thickness of Pipe^2))
Diameter of Pipe for Maximum End Fibre Stress
Go Diameter of Pipe = Extreme Fibre Stress/((3*Load on Buried Pipe per Unit Length)/(8*Thickness of Pipe^2))
Maximum End Fibre Stress on Horizontal Point
Go Extreme Fibre Stress = (3*Load on Buried Pipe per Unit Length*Diameter of Pipe)/(8*Thickness of Pipe^2)

Total Tension in Pipe with known Head of Water Formula

Total Tension of Pipe in MN = ((Unit Weight of Liquid*Head of Liquid)*Cross-Sectional Area)+((Unit Weight of Liquid*Cross-Sectional Area*(Flow Velocity of Fluid)^2)/Acceleration Due To Gravity in Environment)
Tmn = ((γw*H)*Acs)+((γw*Acs*(Vw)^2)/g)

What is Tensile Stress?

Tensile stress can be defined as the magnitude of force applied along an elastic rod, which is divided by the cross-sectional area of the rod in a direction perpendicular to the applied force.

How to Calculate Total Tension in Pipe with known Head of Water?

Total Tension in Pipe with known Head of Water calculator uses Total Tension of Pipe in MN = ((Unit Weight of Liquid*Head of Liquid)*Cross-Sectional Area)+((Unit Weight of Liquid*Cross-Sectional Area*(Flow Velocity of Fluid)^2)/Acceleration Due To Gravity in Environment) to calculate the Total Tension of Pipe in MN, The Total Tension in Pipe with known Head of Water is defined as the value of total tension in pipe when we have prior information of other parameters used. Total Tension of Pipe in MN is denoted by Tmn symbol.

How to calculate Total Tension in Pipe with known Head of Water using this online calculator? To use this online calculator for Total Tension in Pipe with known Head of Water, enter Unit Weight of Liquid w), Head of Liquid (H), Cross-Sectional Area (Acs), Flow Velocity of Fluid (Vw) & Acceleration Due To Gravity in Environment (g) and hit the calculate button. Here is how the Total Tension in Pipe with known Head of Water calculation can be explained with given input values -> 3.2E-6 = ((9810*15)*13)+((9810*13*(1290.6)^2)/9.8).

FAQ

What is Total Tension in Pipe with known Head of Water?
The Total Tension in Pipe with known Head of Water is defined as the value of total tension in pipe when we have prior information of other parameters used and is represented as Tmn = ((γw*H)*Acs)+((γw*Acs*(Vw)^2)/g) or Total Tension of Pipe in MN = ((Unit Weight of Liquid*Head of Liquid)*Cross-Sectional Area)+((Unit Weight of Liquid*Cross-Sectional Area*(Flow Velocity of Fluid)^2)/Acceleration Due To Gravity in Environment). Unit Weight of Liquid is the weight of water per unit volume of water, The Head of Liquid is the height of a liquid column that corresponds to a particular pressure exerted by the liquid column from the base of its container, Cross-Sectional Area is the area of a two-dimensional shape that is obtained when a three-dimensional shape is sliced perpendicular to some specified axis at a point, Flow Velocity of Fluid gives the velocity of an element of fluid at a position and time & Acceleration Due To Gravity in Environment is the acceleration gained by an object due to gravitational force.
How to calculate Total Tension in Pipe with known Head of Water?
The Total Tension in Pipe with known Head of Water is defined as the value of total tension in pipe when we have prior information of other parameters used is calculated using Total Tension of Pipe in MN = ((Unit Weight of Liquid*Head of Liquid)*Cross-Sectional Area)+((Unit Weight of Liquid*Cross-Sectional Area*(Flow Velocity of Fluid)^2)/Acceleration Due To Gravity in Environment). To calculate Total Tension in Pipe with known Head of Water, you need Unit Weight of Liquid w), Head of Liquid (H), Cross-Sectional Area (Acs), Flow Velocity of Fluid (Vw) & Acceleration Due To Gravity in Environment (g). With our tool, you need to enter the respective value for Unit Weight of Liquid, Head of Liquid, Cross-Sectional Area, Flow Velocity of Fluid & Acceleration Due To Gravity in Environment 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 Tension of Pipe in MN?
In this formula, Total Tension of Pipe in MN uses Unit Weight of Liquid, Head of Liquid, Cross-Sectional Area, Flow Velocity of Fluid & Acceleration Due To Gravity in Environment. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Total Tension of Pipe in MN = (Water Pressure*Cross-Sectional Area)+((Unit Weight Of Water in KN per Cubic Meter*Cross-Sectional Area*(Flow Velocity of Fluid)^2)/Acceleration Due To Gravity in Environment)
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