Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear Solution

STEP 0: Pre-Calculation Summary
Formula Used
Specified Minimum Yield Stress = (2*Total Horizontal Shear)/Area of Longitudinal Reinforcement
Fyr = (2*Vh)/Asr
This formula uses 3 Variables
Variables Used
Specified Minimum Yield Stress - (Measured in Pascal) - Specified Minimum Yield Stress of longitudinal reinforcement is the minimum stress a reinforcement may experience that will cause plastic (permanent) deformation.
Total Horizontal Shear - (Measured in Newton) - Total Horizontal Shear is the shear force between the maximum positive moment at each end of steel beams or between the point of contra flexure in a continuous beam.
Area of Longitudinal Reinforcement - (Measured in Square Meter) - Area of Longitudinal Reinforcement at the support within the effective area of the considered beam or column.
STEP 1: Convert Input(s) to Base Unit
Total Horizontal Shear: 4207.5 Kilonewton --> 4207500 Newton (Check conversion ​here)
Area of Longitudinal Reinforcement: 56100 Square Millimeter --> 0.0561 Square Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Fyr = (2*Vh)/Asr --> (2*4207500)/0.0561
Evaluating ... ...
Fyr = 150000000
STEP 3: Convert Result to Output's Unit
150000000 Pascal -->150 Megapascal (Check conversion ​here)
FINAL ANSWER
150 Megapascal <-- Specified Minimum Yield Stress
(Calculation completed in 00.004 seconds)

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​ Go Actual Area of Effective Concrete Flange = (2*Total Horizontal Shear)/(0.85*28-Day Compressive Strength of Concrete)
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​ Go Total Horizontal Shear = (0.85*28-Day Compressive Strength of Concrete*Actual Area of Effective Concrete Flange)/2
Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear
​ Go Area of Longitudinal Reinforcement = (2*Total Horizontal Shear)/Specified Minimum Yield Stress
Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear
​ Go Specified Minimum Yield Stress = (2*Total Horizontal Shear)/Area of Longitudinal Reinforcement
Total Horizontal Shear between Interior Support and Point of Contraflexure
​ Go Total Horizontal Shear = (Area of Longitudinal Reinforcement*Specified Minimum Yield Stress)/2
Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors
​ Go Yield Stress of Steel = (2*Total Horizontal Shear)/Area of Steel Beam
Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors
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Total Horizontal Shear to be Resisted by Shear Connectors
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Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear Formula

Specified Minimum Yield Stress = (2*Total Horizontal Shear)/Area of Longitudinal Reinforcement
Fyr = (2*Vh)/Asr

What is Total Horizontal Shear?

The Total Horizontal Shear is a measure of the resistance to shear stress along the longitudinal axis of a member.

What is a Shear Connector?

The Shear Connector is the steel projection provided on the top flange of steel in a span of a construction building with heavy concentrated loads.

How to Calculate Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear?

Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear calculator uses Specified Minimum Yield Stress = (2*Total Horizontal Shear)/Area of Longitudinal Reinforcement to calculate the Specified Minimum Yield Stress, The Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear formula is defined as the minimum stress a longitudinal reinforcing steel experiences that will cause plastic (permanent) deformation considered acting compositely with the steel beam in negative-moment regions. Specified Minimum Yield Stress is denoted by Fyr symbol.

How to calculate Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear using this online calculator? To use this online calculator for Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear, enter Total Horizontal Shear (Vh) & Area of Longitudinal Reinforcement (Asr) and hit the calculate button. Here is how the Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear calculation can be explained with given input values -> 0.00015 = (2*4207.5)/0.0561.

FAQ

What is Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear?
The Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear formula is defined as the minimum stress a longitudinal reinforcing steel experiences that will cause plastic (permanent) deformation considered acting compositely with the steel beam in negative-moment regions and is represented as Fyr = (2*Vh)/Asr or Specified Minimum Yield Stress = (2*Total Horizontal Shear)/Area of Longitudinal Reinforcement. Total Horizontal Shear is the shear force between the maximum positive moment at each end of steel beams or between the point of contra flexure in a continuous beam & Area of Longitudinal Reinforcement at the support within the effective area of the considered beam or column.
How to calculate Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear?
The Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear formula is defined as the minimum stress a longitudinal reinforcing steel experiences that will cause plastic (permanent) deformation considered acting compositely with the steel beam in negative-moment regions is calculated using Specified Minimum Yield Stress = (2*Total Horizontal Shear)/Area of Longitudinal Reinforcement. To calculate Specified Minimum Yield Stress of Longitudinal Reinforcement given Total Horizontal Shear, you need Total Horizontal Shear (Vh) & Area of Longitudinal Reinforcement (Asr). With our tool, you need to enter the respective value for Total Horizontal Shear & Area of Longitudinal Reinforcement and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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