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

✖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.ⓘ Total Horizontal Shear [V_h]			+10% -10%
✖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.ⓘ Yield Stress of Steel [F_y]			+10% -10%

✖Area of Steel Beam is the cross-sectional area of a steel beam.ⓘ Area of Steel Beam given Total Horizontal Shear to be Resisted by Shear Connectors [A_s]

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

Formula

`"A"_{"s"} = (2*"V"_{"h"})/"F"_{"y"}`

Example

`"33660mm²"=(2*"4207.5kN")/"250MPa"`

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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
A_s = (2*V_h)/F_y
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

A_s = (2*V_h)/F_y --> (2*4207500)/250000000

Evaluating ... ...

A_s = 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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Created by Ayush Singh

Gautam Buddha University (GBU), Greater Noida

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< 9 Shear on Connectors Calculators

Specified Compressive Strength of Concrete given Total Horizontal Shear

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

Go Actual Area of Effective Concrete Flange = (2*Total Horizontal Shear)/(0.85*28-Day Compressive Strength of Concrete)

Total Horizontal Shear

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

Go Area of Steel Beam = (2*Total Horizontal Shear)/Yield Stress of Steel

Total Horizontal Shear to be Resisted by Shear Connectors

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

Area of Steel Beam = (2*Total Horizontal Shear)/Yield Stress of Steel
A_s = (2*V_h)/F_y

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 A_s 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 (V_h) & Yield Stress of Steel (F_y) 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 A_s = (2*V_h)/F_y 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 (V_h) & Yield Stress of Steel (F_y). 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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