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Steel Yield Strength given Total Area of Steel Section Calculator

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✖Slab Force at maximum positive moments.ⓘ Slab Force [Pon slab]
+10%
-10%
✖The area of steel reinforcement is the area covered by the steel members in concrete in tension zone.ⓘ Area of Steel Reinforcement [Ast]
+10%
-10%
✖Yield strength of steel is the level of stress that corresponds to the yield point.ⓘ Steel Yield Strength given Total Area of Steel Section [fy]
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Steel Yield Strength given Total Area of Steel Section

Formula
`"f"_{"y"} = "P"_{"on slab"}/"A"_{"st"}`

Example
`"250MPa"="245kN"/"980mm²"`

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Steel Yield Strength given Total Area of Steel Section Solution

STEP 0: Pre-Calculation Summary
Formula Used
Yield Strength of Steel = Slab Force/Area of Steel Reinforcement
fy = Pon slab/Ast
This formula uses 3 Variables
Variables Used
Yield Strength of Steel - (Measured in Pascal) - Yield strength of steel is the level of stress that corresponds to the yield point.
Slab Force - (Measured in Newton) - Slab Force at maximum positive moments.
Area of Steel Reinforcement - (Measured in Square Meter) - The area of steel reinforcement is the area covered by the steel members in concrete in tension zone.
STEP 1: Convert Input(s) to Base Unit
Slab Force: 245 Kilonewton --> 245000 Newton (Check conversion here)
Area of Steel Reinforcement: 980 Square Millimeter --> 0.00098 Square Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
fy = Pon slab/Ast --> 245000/0.00098
Evaluating ... ...
fy = 250000000
STEP 3: Convert Result to Output's Unit
250000000 Pascal -->250 Megapascal (Check conversion here)
FINAL ANSWER
250 Megapascal <-- Yield Strength of Steel
(Calculation completed in 00.004 seconds)
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Credits

Created by Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 1300+ more calculators!
Verified by Shikha Maurya
Indian Institute of Technology (IIT), Bombay
Shikha Maurya has verified this Calculator and 200+ more calculators!

18 Number of Connectors in Bridges Calculators

Ultimate Shear Connector Strength given Minimum Number of Connectors in Bridges
Go Ultimate Shear Connector Stress = (Slab Force+Force in Slab at Negative Moment Point)/(Reduction Factor*No of Connector in Bridge)
Reduction Factor given Minimum Number of Connectors in Bridges
Go Reduction Factor = (Slab Force+Force in Slab at Negative Moment Point)/(Ultimate Shear Connector Stress*No of Connector in Bridge)
Minimum Number of Connectors for Bridges
Go No of Connector in Bridge = (Slab Force+Force in Slab at Negative Moment Point)/(Reduction Factor*Ultimate Shear Connector Stress)
Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges
Go Force in Slab at Negative Moment Point = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Slab Force
Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges
Go Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Force in Slab at Negative Moment Point
Reduction Factor given Number of Connectors in Bridges
Go Reduction Factor = Slab Force/(No of Connector in Bridge*Ultimate Shear Connector Stress)
Ultimate Shear Connector Strength given Number of Connectors in Bridges
Go Ultimate Shear Connector Stress = Slab Force/(No of Connector in Bridge*Reduction Factor)
Number of Connectors in Bridges
Go No of Connector in Bridge = Slab Force/(Reduction Factor*Ultimate Shear Connector Stress)
Force in Slab given Number of Connectors in Bridges
Go Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress
28-day Compressive Strength of Concrete given Force in Slab
Go 28 Day Compressive Strength of Concrete = Slab Force/(0.85*Effective Concrete Area)
Effective Concrete Area given Force in Slab
Go Effective Concrete Area = Slab Force/(0.85*28 Day Compressive Strength of Concrete)
Force in Slab given Effective Concrete Area
Go Slab Force = 0.85*Effective Concrete Area*28 Day Compressive Strength of Concrete
Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments
Go Area of Steel Reinforcement = Slab Force/Yield Strength of Steel
Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength
Go Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
Reinforcing Steel Yield Strength given Force in Slab at Maximum Negative Moments
Go Yield Strength of Steel = Slab Force/Area of Steel Reinforcement
Steel Yield Strength given Total Area of Steel Section
Go Yield Strength of Steel = Slab Force/Area of Steel Reinforcement
Force in Slab given Total Area of Steel Section
Go Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
Total Area of Steel Section given Force in Slab
Go Area of Steel Reinforcement = Slab Force/Yield Strength of Steel

18 Number of Connectors in Bridges Calculators

Ultimate Shear Connector Strength given Minimum Number of Connectors in Bridges
Go Ultimate Shear Connector Stress = (Slab Force+Force in Slab at Negative Moment Point)/(Reduction Factor*No of Connector in Bridge)
Reduction Factor given Minimum Number of Connectors in Bridges
Go Reduction Factor = (Slab Force+Force in Slab at Negative Moment Point)/(Ultimate Shear Connector Stress*No of Connector in Bridge)
Minimum Number of Connectors for Bridges
Go No of Connector in Bridge = (Slab Force+Force in Slab at Negative Moment Point)/(Reduction Factor*Ultimate Shear Connector Stress)
Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges
Go Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Force in Slab at Negative Moment Point
Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges
Go Force in Slab at Negative Moment Point = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Slab Force
Reduction Factor given Number of Connectors in Bridges
Go Reduction Factor = Slab Force/(No of Connector in Bridge*Ultimate Shear Connector Stress)
Ultimate Shear Connector Strength given Number of Connectors in Bridges
Go Ultimate Shear Connector Stress = Slab Force/(No of Connector in Bridge*Reduction Factor)
Number of Connectors in Bridges
Go No of Connector in Bridge = Slab Force/(Reduction Factor*Ultimate Shear Connector Stress)
Force in Slab given Number of Connectors in Bridges
Go Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress
28-day Compressive Strength of Concrete given Force in Slab
Go 28 Day Compressive Strength of Concrete = Slab Force/(0.85*Effective Concrete Area)
Effective Concrete Area given Force in Slab
Go Effective Concrete Area = Slab Force/(0.85*28 Day Compressive Strength of Concrete)
Force in Slab given Effective Concrete Area
Go Slab Force = 0.85*Effective Concrete Area*28 Day Compressive Strength of Concrete
Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength
Go Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments
Go Area of Steel Reinforcement = Slab Force/Yield Strength of Steel
Reinforcing Steel Yield Strength given Force in Slab at Maximum Negative Moments
Go Yield Strength of Steel = Slab Force/Area of Steel Reinforcement
Steel Yield Strength given Total Area of Steel Section
Go Yield Strength of Steel = Slab Force/Area of Steel Reinforcement
Force in Slab given Total Area of Steel Section
Go Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
Total Area of Steel Section given Force in Slab
Go Area of Steel Reinforcement = Slab Force/Yield Strength of Steel

Steel Yield Strength given Total Area of Steel Section Formula

Yield Strength of Steel = Slab Force/Area of Steel Reinforcement
fy = Pon slab/Ast

What is Steel Yield Strength?

Yield strength is the maximum stress that can be applied before it begins to change shape permanently. This is an approximation of the elastic limit of the steel. If stress is added to the metal but does not reach the yield point, it will return to its original shape after the stress is removed.

How to Calculate Steel Yield Strength given Total Area of Steel Section?

Steel Yield Strength given Total Area of Steel Section calculator uses Yield Strength of Steel = Slab Force/Area of Steel Reinforcement to calculate the Yield Strength of Steel, The Steel Yield Strength given Total Area of Steel Section formula is defined as maximum permissible stress that is allowed in a steel member irrespective of geometry and size. Yield Strength of Steel is denoted by fy symbol.

How to calculate Steel Yield Strength given Total Area of Steel Section using this online calculator? To use this online calculator for Steel Yield Strength given Total Area of Steel Section, enter Slab Force (Pon slab) & Area of Steel Reinforcement (Ast) and hit the calculate button. Here is how the Steel Yield Strength given Total Area of Steel Section calculation can be explained with given input values -> 0.00025 = 245000/0.00098.

FAQ

What is Steel Yield Strength given Total Area of Steel Section?
The Steel Yield Strength given Total Area of Steel Section formula is defined as maximum permissible stress that is allowed in a steel member irrespective of geometry and size and is represented as fy = Pon slab/Ast or Yield Strength of Steel = Slab Force/Area of Steel Reinforcement. Slab Force at maximum positive moments & The area of steel reinforcement is the area covered by the steel members in concrete in tension zone.
How to calculate Steel Yield Strength given Total Area of Steel Section?
The Steel Yield Strength given Total Area of Steel Section formula is defined as maximum permissible stress that is allowed in a steel member irrespective of geometry and size is calculated using Yield Strength of Steel = Slab Force/Area of Steel Reinforcement. To calculate Steel Yield Strength given Total Area of Steel Section, you need Slab Force (Pon slab) & Area of Steel Reinforcement (Ast). With our tool, you need to enter the respective value for Slab Force & Area of Steel 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 Yield Strength of Steel?
In this formula, Yield Strength of Steel uses Slab Force & Area of Steel Reinforcement. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Yield Strength of Steel = Slab Force/Area of Steel Reinforcement
  • Yield Strength of Steel = Slab Force/Area of Steel Reinforcement
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