Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors Solution

STEP 0: Pre-Calculation Summary
Formula Used
Area of Steel Beam = (2*Total Horizontal Shear)/Yield Stress of Steel
As = (2*Vh)/Fy
This formula uses 3 Variables
Variables Used
Area of Steel Beam - (Measured in Square Meter) - Area of Steel Beam is the cross-sectional area of a steel beam.
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.
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.
STEP 1: Convert Input(s) to Base Unit
Total Horizontal Shear: 4207.5 Kilonewton --> 4207500 Newton (Check conversion ​here)
Yield Stress of Steel: 250 Megapascal --> 250000000 Pascal (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
As = (2*Vh)/Fy --> (2*4207500)/250000000
Evaluating ... ...
As = 0.03366
STEP 3: Convert Result to Output's Unit
0.03366 Square Meter -->33660 Square Millimeter (Check conversion ​here)
FINAL ANSWER
33660 Square Millimeter <-- Area of Steel Beam
(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

Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors Formula

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

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 Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors?

Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors calculator uses Area of Steel Beam = (2*Total Horizontal Shear)/Yield Stress of Steel to calculate the Area of Steel Beam, The Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors formula is defined as an area of the steel beam used for reinforcement in the structural member. Area of Steel Beam is denoted by As symbol.

How to calculate Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors using this online calculator? To use this online calculator for Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors, enter Total Horizontal Shear (Vh) & Yield Stress of Steel (Fy) and hit the calculate button. Here is how the Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors calculation can be explained with given input values -> 3.4E+7 = (2*4207.5)/250000000.

FAQ

What is Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors?
The Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors formula is defined as an area of the steel beam used for reinforcement in the structural member and is represented as As = (2*Vh)/Fy or Area of Steel Beam = (2*Total Horizontal Shear)/Yield Stress of Steel. 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 & 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.
How to calculate Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors?
The Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors formula is defined as an area of the steel beam used for reinforcement in the structural member is calculated using Area of Steel Beam = (2*Total Horizontal Shear)/Yield Stress of Steel. To calculate Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors, you need Total Horizontal Shear (Vh) & Yield Stress of Steel (Fy). With our tool, you need to enter the respective value for Total Horizontal Shear & Yield Stress of Steel 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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