Total Horizontal Shear to be Resisted by Shear Connectors Calculator

✖Area of Steel Beam is the cross-sectional area of a steel beam.ⓘ Area of Steel Beam [A_s]			+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%

✖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 to be Resisted by Shear Connectors [V_h]

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Total Horizontal Shear to be Resisted by Shear Connectors Solution

STEP 0: Pre-Calculation Summary

Formula Used

Total Horizontal Shear = (Area of Steel Beam*Yield Stress of Steel)/2
V_h = (A_s*F_y)/2
This formula uses 3 Variables

Variables Used

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.
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

Area of Steel Beam: 33660 Square Millimeter --> 0.03366 Square Meter (Check conversion here)
Yield Stress of Steel: 250 Megapascal --> 250000000 Pascal (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

V_h = (A_s*F_y)/2 --> (0.03366*250000000)/2

Evaluating ... ...

V_h = 4207500

STEP 3: Convert Result to Output's Unit

4207500 Newton -->4207.5 Kilonewton (Check conversion here)

FINAL ANSWER

4207.5 Kilonewton <-- Total Horizontal Shear

(Calculation completed in 00.004 seconds)

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Created by Ayush Singh

Gautam Buddha University (GBU), Greater Noida

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Verified by bhuvaneshwari

Coorg institute of technology (CIT), Kodagu

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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

Total Horizontal Shear to be Resisted by Shear Connectors Formula

LaTeX Go

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

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 Total Horizontal Shear to be Resisted by Shear Connectors?

Total Horizontal Shear to be Resisted by Shear Connectors calculator uses Total Horizontal Shear = (Area of Steel Beam*Yield Stress of Steel)/2 to calculate the Total Horizontal Shear, The Total Horizontal Shear to be Resisted by Shear Connectors formula is defined as a measure of the resistance to shear stress along the longitudinal axis of a member which is resisted by shear connectors in building construction. Total Horizontal Shear is denoted by V_h symbol.

How to calculate Total Horizontal Shear to be Resisted by Shear Connectors using this online calculator? To use this online calculator for Total Horizontal Shear to be Resisted by Shear Connectors, enter Area of Steel Beam (A_s) & Yield Stress of Steel (F_y) and hit the calculate button. Here is how the Total Horizontal Shear to be Resisted by Shear Connectors calculation can be explained with given input values -> 4207.5 = (0.03366*250000000)/2.

FAQ

What is Total Horizontal Shear to be Resisted by Shear Connectors?

The Total Horizontal Shear to be Resisted by Shear Connectors formula is defined as a measure of the resistance to shear stress along the longitudinal axis of a member which is resisted by shear connectors in building construction and is represented as V_h = (A_s*F_y)/2 or Total Horizontal Shear = (Area of Steel Beam*Yield Stress of Steel)/2. Area of Steel Beam is the cross-sectional area of a steel 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 Total Horizontal Shear to be Resisted by Shear Connectors?

The Total Horizontal Shear to be Resisted by Shear Connectors formula is defined as a measure of the resistance to shear stress along the longitudinal axis of a member which is resisted by shear connectors in building construction is calculated using Total Horizontal Shear = (Area of Steel Beam*Yield Stress of Steel)/2. To calculate Total Horizontal Shear to be Resisted by Shear Connectors, you need Area of Steel Beam (A_s) & Yield Stress of Steel (F_y). With our tool, you need to enter the respective value for Area of Steel Beam & 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.

How many ways are there to calculate Total Horizontal Shear?

In this formula, Total Horizontal Shear uses Area of Steel Beam & Yield Stress of Steel. We can use 2 other way(s) to calculate the same, which is/are as follows -

Total Horizontal Shear = (0.85*28-Day Compressive Strength of Concrete*Actual Area of Effective Concrete Flange)/2
Total Horizontal Shear = (Area of Longitudinal Reinforcement*Specified Minimum Yield Stress)/2

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