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

✖Tensile Strength of Prestressed Steel is the tensile capacity of the prestressed tendons.ⓘ Tensile Strength of Prestressed Steel [F_pkf]			+10% -10%
✖Area of Prestressing Steel is the total cross sectional area of tendons.ⓘ Area of Prestressing Steel [As]			+10% -10%
✖Yield Strength of Steel is the level of stress that corresponds to the yield point.ⓘ Yield Strength of Steel [fy_steel]			+10% -10%
✖Area of Reinforcement is the area of steel, used in a prestressed section, which is not prestressed or prestressing force is not applied.ⓘ Area of Reinforcement [A_s]			+10% -10%

✖Tensile Force is the stretching force acted on the section having prestressed tendons within it.ⓘ Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement [P_uR]

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

STEP 0: Pre-Calculation Summary

Formula Used

Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel+(0.87*Yield Strength of Steel*Area of Reinforcement)
P_uR = 0.87*F_pkf*As+(0.87*fy_steel*A_s)
This formula uses 5 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.
Yield Strength of Steel - (Measured in Pascal) - Yield Strength of Steel is the level of stress that corresponds to the yield point.
Area of Reinforcement - (Measured in Square Meter) - Area of Reinforcement is the area of steel, used in a prestressed section, which is not prestressed or prestressing force is not applied.

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)
Yield Strength of Steel: 250 Megapascal --> 250000000 Pascal (Check conversion here)
Area of Reinforcement: 500 Square Millimeter --> 0.0005 Square Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

P_uR = 0.87*F_pkf*As+(0.87*fy_steel*A_s) --> 0.87*249000000*2.02E-05+(0.87*250000000*0.0005)

Evaluating ... ...

P_uR = 113125.926

STEP 3: Convert Result to Output's Unit

113125.926 Newton -->113.125926 Kilonewton (Check conversion here)

FINAL ANSWER

113.125926 ≈ 113.1259 Kilonewton <-- Tensile Force

(Calculation completed in 00.004 seconds)

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< Analysis of Ultimate Strength Calculators

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

LaTeX 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

LaTeX Go Tensile Strength of Prestressed Steel = Tensile Force/(0.87*Area of Prestressing Steel)

Area of Prestressing Tendon for Known Tensile Strength of Section

LaTeX Go Area of Prestressing Steel = Tensile Force/(0.87*Tensile Strength of Prestressed Steel)

Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement

LaTeX Go Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel

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

LaTeX Go

Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel+(0.87*Yield Strength of Steel*Area of Reinforcement)
P_uR = 0.87*F_pkf*As+(0.87*fy_steel*A_s)

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 Strength of Section in Presence of Non-Prestressing Reinforcement?

Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement calculator uses Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel+(0.87*Yield Strength of Steel*Area of Reinforcement) to calculate 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 P_uR symbol.

How to calculate Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement using this online calculator? To use this online calculator for Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement, enter Tensile Strength of Prestressed Steel (F_pkf), Area of Prestressing Steel (As), Yield Strength of Steel (fy_steel) & Area of Reinforcement (A_s) and hit the calculate button. Here is how the Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement calculation can be explained with given input values -> 0.113126 = 0.87*249000000*2.02E-05+(0.87*250000000*0.0005).

FAQ

What is Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement?

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 and is represented as P_uR = 0.87*F_pkf*As+(0.87*fy_steel*A_s) or Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel+(0.87*Yield Strength of Steel*Area of Reinforcement). 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, Yield Strength of Steel is the level of stress that corresponds to the yield point & Area of Reinforcement is the area of steel, used in a prestressed section, which is not prestressed or prestressing force is not applied.

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

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 is calculated using Tensile Force = 0.87*Tensile Strength of Prestressed Steel*Area of Prestressing Steel+(0.87*Yield Strength of Steel*Area of Reinforcement). To calculate Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement, you need Tensile Strength of Prestressed Steel (F_pkf), Area of Prestressing Steel (As), Yield Strength of Steel (fy_steel) & Area of Reinforcement (A_s). With our tool, you need to enter the respective value for Tensile Strength of Prestressed Steel, Area of Prestressing Steel, Yield Strength of Steel & Area of Reinforcement 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, Yield Strength of Steel & Area of Reinforcement. 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

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