Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement Solution

STEP 0: Pre-Calculation Summary
Formula Used
Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel
PuR = 0.87*Fpkf*As
This formula uses 3 Variables
Variables Used
Tensile Force - (Measured in Newton) - Tensile Force is the stretching force acted on the section having prestressed tendons within it.
Tensile Strength of Prestressed Steel - (Measured in Pascal) - Tensile Strength of Prestressed Steel is the tensile capacity of the prestressed tendons.
Area of Prestressing Steel - (Measured in Square Meter) - Area of Prestressing Steel is the total cross sectional area of tendons.
STEP 1: Convert Input(s) to Base Unit
Tensile Strength of Prestressed Steel: 249 Megapascal --> 249000000 Pascal (Check conversion ​here)
Area of Prestressing Steel: 20.2 Square Millimeter --> 2.02E-05 Square Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
PuR = 0.87*Fpkf*As --> 0.87*249000000*2.02E-05
Evaluating ... ...
PuR = 4375.926
STEP 3: Convert Result to Output's Unit
4375.926 Newton -->4.375926 Kilonewton (Check conversion ​here)
FINAL ANSWER
4.375926 Kilonewton <-- Tensile Force
(Calculation completed in 00.004 seconds)

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4 Analysis of Ultimate Strength Calculators

Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement
​ Go Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel+(0.87*Yield Strength of Steel*Area of Reinforcement)
Characteristic Tensile Strength of Prestressing Tendons for Known Tensile Strength of Section
​ Go Tensile Strength of Prestressed Steel = Tensile Force/(0.87*Area of Prestressing Steel)
Area of Prestressing Tendon for Known Tensile Strength of Section
​ Go Area of Prestressing Steel = Tensile Force/(0.87*Tensile Strength of Prestressed Steel)
Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement
​ Go Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel

Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement Formula

Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel
PuR = 0.87*Fpkf*As

What are the characteristic features of Prestressing Steel?

For prestressed concrete, high strength steel is used to provide high elongation to maintain the steel stress after the prestress loss.
Ideally, it should also:
• Remain elastic up to relatively high stress.
• Show sufficient ductility before failure.
• Have good bonding properties, low relaxation, good resistance to corrosion.
• Be economical and easy to handle

How to Calculate Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement?

Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement calculator uses Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel to calculate the Tensile Force, The Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement is defined as the equation for finding the tensile strength of a prestressed section using IS code 1343:1980. Tensile Force is denoted by PuR symbol.

How to calculate Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement using this online calculator? To use this online calculator for Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement, enter Tensile Strength of Prestressed Steel (Fpkf) & Area of Prestressing Steel (As) and hit the calculate button. Here is how the Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement calculation can be explained with given input values -> 0.004333 = 0.87*249000000*2.02E-05.

FAQ

What is Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement?
The Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement is defined as the equation for finding the tensile strength of a prestressed section using IS code 1343:1980 and is represented as PuR = 0.87*Fpkf*As or Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel. Tensile Strength of Prestressed Steel is the tensile capacity of the prestressed tendons & Area of Prestressing Steel is the total cross sectional area of tendons.
How to calculate Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement?
The Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement is defined as the equation for finding the tensile strength of a prestressed section using IS code 1343:1980 is calculated using Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel. To calculate Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement, you need Tensile Strength of Prestressed Steel (Fpkf) & Area of Prestressing Steel (As). With our tool, you need to enter the respective value for Tensile Strength of Prestressed Steel & Area of Prestressing Steel 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 Tensile Force?
In this formula, Tensile Force uses Tensile Strength of Prestressed Steel & Area of Prestressing Steel. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel+(0.87*Yield Strength of Steel*Area of Reinforcement)
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