Total Horizontal Shear between Interior Support and Point of Contraflexure Calculator

✖Area of Longitudinal Reinforcement at the support within the effective area of the considered beam or column.ⓘ Area of Longitudinal Reinforcement [A_sr]			+10% -10%
✖Specified Minimum Yield Stress of longitudinal reinforcement is the minimum stress a reinforcement may experience that will cause plastic (permanent) deformation.ⓘ Specified Minimum Yield Stress [F_yr]			+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 between Interior Support and Point of Contraflexure [V_h]

⎘ Copy

👎

Formula

✖

Total Horizontal Shear between Interior Support and Point of Contraflexure

Formula

`"V"_{"h"} = ("A"_{"sr"}*"F"_{"yr"})/2`

Example

`"4207.5kN"=("56100mm²"*"150MPa")/2`

Calculator

LaTeX

Reset

👍

Download Number of Connectors Required for Building Construction Formulas PDF PDF Image

Total Horizontal Shear between Interior Support and Point of Contraflexure Solution

STEP 0: Pre-Calculation Summary

Formula Used

Total Horizontal Shear = (Area of Longitudinal Reinforcement*Specified Minimum Yield Stress)/2
V_h = (A_sr*F_yr)/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 Longitudinal Reinforcement - (Measured in Square Meter) - Area of Longitudinal Reinforcement at the support within the effective area of the considered beam or column.
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.

STEP 1: Convert Input(s) to Base Unit

Area of Longitudinal Reinforcement: 56100 Square Millimeter --> 0.0561 Square Meter (Check conversion here)
Specified Minimum Yield Stress: 150 Megapascal --> 150000000 Pascal (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

V_h = (A_sr*F_yr)/2 --> (0.0561*150000000)/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)

You are here -

Home » Engineering » Civil » Design of Steel Structures » Number of Connectors Required for Building Construction » Shear on Connectors » Total Horizontal Shear between Interior Support and Point of Contraflexure

Credits

Created by Ayush Singh

Gautam Buddha University (GBU), Greater Noida

Ayush Singh has created this Calculator and 50+ more calculators!

Verified by bhuvaneshwari

Coorg institute of technology (CIT), Kodagu

bhuvaneshwari has verified this Calculator and 9 more calculators!

< 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

Total Horizontal Shear between Interior Support and Point of Contraflexure Formula

Total Horizontal Shear = (Area of Longitudinal Reinforcement*Specified Minimum Yield Stress)/2
V_h = (A_sr*F_yr)/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 between Interior Support and Point of Contraflexure?

Total Horizontal Shear between Interior Support and Point of Contraflexure calculator uses Total Horizontal Shear = (Area of Longitudinal Reinforcement*Specified Minimum Yield Stress)/2 to calculate the Total Horizontal Shear, The Total Horizontal Shear between Interior Support and Point of Contraflexure formula is defined as a measure of the resistance to shear stress along the longitudinal axis of a member considering longitudinal reinforcing to act compositely with the steel beam in negative moment regions. Total Horizontal Shear is denoted by V_h symbol.

How to calculate Total Horizontal Shear between Interior Support and Point of Contraflexure using this online calculator? To use this online calculator for Total Horizontal Shear between Interior Support and Point of Contraflexure, enter Area of Longitudinal Reinforcement (A_sr) & Specified Minimum Yield Stress (F_yr) and hit the calculate button. Here is how the Total Horizontal Shear between Interior Support and Point of Contraflexure calculation can be explained with given input values -> 4207.5 = (0.0561*150000000)/2.

FAQ

What is Total Horizontal Shear between Interior Support and Point of Contraflexure?

The Total Horizontal Shear between Interior Support and Point of Contraflexure formula is defined as a measure of the resistance to shear stress along the longitudinal axis of a member considering longitudinal reinforcing to act compositely with the steel beam in negative moment regions and is represented as V_h = (A_sr*F_yr)/2 or Total Horizontal Shear = (Area of Longitudinal Reinforcement*Specified Minimum Yield Stress)/2. Area of Longitudinal Reinforcement at the support within the effective area of the considered beam or column & Specified Minimum Yield Stress of longitudinal reinforcement is the minimum stress a reinforcement may experience that will cause plastic (permanent) deformation.

How to calculate Total Horizontal Shear between Interior Support and Point of Contraflexure?

The Total Horizontal Shear between Interior Support and Point of Contraflexure formula is defined as a measure of the resistance to shear stress along the longitudinal axis of a member considering longitudinal reinforcing to act compositely with the steel beam in negative moment regions is calculated using Total Horizontal Shear = (Area of Longitudinal Reinforcement*Specified Minimum Yield Stress)/2. To calculate Total Horizontal Shear between Interior Support and Point of Contraflexure, you need Area of Longitudinal Reinforcement (A_sr) & Specified Minimum Yield Stress (F_yr). With our tool, you need to enter the respective value for Area of Longitudinal Reinforcement & Specified Minimum Yield Stress 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 Longitudinal Reinforcement & Specified Minimum Yield Stress. 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 Steel Beam*Yield Stress of Steel)/2

Home

FREE PDFs

🔍 Search