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Tensile Force is the stretching force acted on the section having prestressed tendons within it. Check FAQs
PuR=0.87⋅Fpkf⋅As+(0.87⋅fysteel⋅As)
PuR - Tensile Force?Fpkf - Tensile Strength of Prestressed Steel?As - Area of Prestressing Steel?fysteel - Yield Strength of Steel?As - Area of Reinforcement?

Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement Example

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Here is how the Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement equation looks like with Values.

Here is how the Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement equation looks like with Units.

Here is how the Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement equation looks like.

113.1259Edit=0.87⋅249Edit⋅20.2Edit+(0.87⋅250Edit⋅500Edit)
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Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement Solution

Follow our step by step solution on how to calculate Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement?

FIRST Step Consider the formula
PuR=0.87⋅Fpkf⋅As+(0.87⋅fysteel⋅As)
Next Step Substitute values of Variables
∴ PuR=0.87⋅249MPa⋅20.2mm²+(0.87⋅250MPa⋅500mm²)
Next Step Convert Units
∴ PuR=0.87⋅2.5E+8Pa⋅2E-5m²+(0.87⋅2.5E+8Pa⋅0.0005m²)
Next Step Prepare to Evaluate
∴ PuR=0.87⋅2.5E+8⋅2E-5+(0.87⋅2.5E+8⋅0.0005)
Next Step Evaluate
∴PuR=113125.926N
Next Step Convert to Output's Unit
∴PuR=113.125926kN
LAST Step Rounding Answer
∴PuR=113.1259kN

Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement Formula Elements

Variables
Tensile Force
Tensile Force is the stretching force acted on the section having prestressed tendons within it.
Symbol: PuR
Measurement: ForceUnit: kN
Note: Value should be greater than 0.
Formulas to find Tensile ForceOpen Variable
Tensile Strength of Prestressed Steel
Tensile Strength of Prestressed Steel is the tensile capacity of the prestressed tendons.
Symbol: Fpkf
Measurement: PressureUnit: MPa
Note: Value should be greater than 0.
Formulas to find Tensile Strength of Prestressed SteelOpen Variable
Area of Prestressing Steel
Area of Prestressing Steel is the total cross sectional area of tendons.
Symbol: As
Measurement: AreaUnit: mm²
Note: Value should be greater than 0.
Formulas to find Area of Prestressing SteelOpen Variable
Yield Strength of Steel
Yield Strength of Steel is the level of stress that corresponds to the yield point.
Symbol: fysteel
Measurement: StressUnit: MPa
Note: Value should be greater than 0.
Formulas to find Yield Strength of SteelOpen Variable
Area of Reinforcement
Area of Reinforcement is the area of steel, used in a prestressed section, which is not prestressed or prestressing force is not applied.
Symbol: As
Measurement: AreaUnit: mm²
Note: Value should be greater than 0.
Formulas to find Area of ReinforcementOpen Variable

Other Formulas to find Tensile Force

​Go Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement
PuR=0.87⋅Fpkf⋅As

Other formulas in Analysis of Ultimate Strength category

​Go Characteristic Tensile Strength of Prestressing Tendons for Known Tensile Strength of Section
Fpkf=PuR0.87⋅As
​Go Area of Prestressing Tendon for Known Tensile Strength of Section
As=PuR0.87⋅Fpkf

How to Evaluate Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement?

Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement evaluator uses Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel+(0.87*Yield Strength of Steel*Area of Reinforcement) to evaluate the Tensile Force, The Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement is defined as the formula for finding the tensile strength of the partially prestressed section using IS code 1343:1980. Tensile Force is denoted by PuR symbol.

How to evaluate Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement using this online evaluator? To use this online evaluator for Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement, enter Tensile Strength of Prestressed Steel (Fpkf), Area of Prestressing Steel (As), Yield Strength of Steel (fysteel) & Area of Reinforcement (As) and hit the calculate button.

FAQs on Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement

What is the formula to find Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement?
The formula of Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement is expressed as Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel+(0.87*Yield Strength of Steel*Area of Reinforcement). Here is an example- 0.113126 = 0.87*249000000*2.02E-05+(0.87*250000000*0.0005).
How to calculate Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement?
With Tensile Strength of Prestressed Steel (Fpkf), Area of Prestressing Steel (As), Yield Strength of Steel (fysteel) & Area of Reinforcement (As) we can find Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement using the formula - Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel+(0.87*Yield Strength of Steel*Area of Reinforcement).
What are the other ways to Calculate Tensile Force?
Here are the different ways to Calculate Tensile Force-
  • Tensile Force=0.87*Tensile Strength of Prestressed Steel*Area of Prestressing SteelOpenImg
Can the Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement be negative?
No, the Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement, measured in Force cannot be negative.
Which unit is used to measure Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement?
Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement is usually measured using the Kilonewton[kN] for Force. Newton[kN], Exanewton[kN], Meganewton[kN] are the few other units in which Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement can be measured.
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