Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors Solution

STEP 0: Pre-Calculation Summary
Formula Used
Yield Stress of Steel = (2*Total Horizontal Shear)/Area of Steel Beam
Fy = (2*Vh)/As
This formula uses 3 Variables
Variables Used
Yield Stress of Steel - (Measured in Pascal) - Yield Stress of Steel is the stress at which the material begins to deform plastically, meaning it will not return to its original shape when the applied force is removed.
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 Steel Beam - (Measured in Square Meter) - Area of Steel Beam is the cross-sectional area of a steel beam.
STEP 1: Convert Input(s) to Base Unit
Total Horizontal Shear: 4207.5 Kilonewton --> 4207500 Newton (Check conversion ​here)
Area of Steel Beam: 33660 Square Millimeter --> 0.03366 Square Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Fy = (2*Vh)/As --> (2*4207500)/0.03366
Evaluating ... ...
Fy = 250000000
STEP 3: Convert Result to Output's Unit
250000000 Pascal -->250 Megapascal (Check conversion ​here)
FINAL ANSWER
250 Megapascal <-- Yield Stress of Steel
(Calculation completed in 00.004 seconds)

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Shear on Connectors Calculators

Specified Compressive Strength of Concrete given Total Horizontal Shear
​ LaTeX ​ Go 28-Day Compressive Strength of Concrete = (2*Total Horizontal Shear)/(0.85*Actual Area of Effective Concrete Flange)
Actual Area of Effective Concrete Flange given Total Horizontal Shear
​ LaTeX ​ Go Actual Area of Effective Concrete Flange = (2*Total Horizontal Shear)/(0.85*28-Day Compressive Strength of Concrete)
Total Horizontal Shear
​ LaTeX ​ Go Total Horizontal Shear = (0.85*28-Day Compressive Strength of Concrete*Actual Area of Effective Concrete Flange)/2
Total Horizontal Shear to be Resisted by Shear Connectors
​ LaTeX ​ Go Total Horizontal Shear = (Area of Steel Beam*Yield Stress of Steel)/2

Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors Formula

​LaTeX ​Go
Yield Stress of Steel = (2*Total Horizontal Shear)/Area of Steel Beam
Fy = (2*Vh)/As

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 Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors?

Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors calculator uses Yield Stress of Steel = (2*Total Horizontal Shear)/Area of Steel Beam to calculate the Yield Stress of Steel, The Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors formula is defined as a material property that represents the stress level at which the material begins to deform plastically. Yield Stress of Steel is denoted by Fy symbol.

How to calculate Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors using this online calculator? To use this online calculator for Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors, enter Total Horizontal Shear (Vh) & Area of Steel Beam (As) and hit the calculate button. Here is how the Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors calculation can be explained with given input values -> 0.00025 = (2*4207.5)/0.03366.

FAQ

What is Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors?
The Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors formula is defined as a material property that represents the stress level at which the material begins to deform plastically and is represented as Fy = (2*Vh)/As or Yield Stress of Steel = (2*Total Horizontal Shear)/Area of Steel Beam. 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 Steel Beam is the cross-sectional area of a steel beam.
How to calculate Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors?
The Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors formula is defined as a material property that represents the stress level at which the material begins to deform plastically is calculated using Yield Stress of Steel = (2*Total Horizontal Shear)/Area of Steel Beam. To calculate Yield Strength of Steel given Total Horizontal Shear to be Resisted by Shear Connectors, you need Total Horizontal Shear (Vh) & Area of Steel Beam (As). With our tool, you need to enter the respective value for Total Horizontal Shear & Area of Steel Beam 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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