Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear Solution

STEP 0: Pre-Calculation Summary
Formula Used
Area of Longitudinal Reinforcement = (2*Total Horizontal Shear)/Specified Minimum Yield Stress
Asr = (2*Vh)/Fyr
This formula uses 3 Variables
Variables Used
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.
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.
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
Total Horizontal Shear: 4207.5 Kilonewton --> 4207500 Newton (Check conversion ​here)
Specified Minimum Yield Stress: 150 Megapascal --> 150000000 Pascal (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Asr = (2*Vh)/Fyr --> (2*4207500)/150000000
Evaluating ... ...
Asr = 0.0561
STEP 3: Convert Result to Output's Unit
0.0561 Square Meter -->56100 Square Millimeter (Check conversion ​here)
FINAL ANSWER
56100 Square Millimeter <-- Area of Longitudinal Reinforcement
(Calculation completed in 00.004 seconds)

Credits

Creator Image
Created by Ayush Singh
Gautam Buddha University (GBU), Greater Noida
Ayush Singh has created this Calculator and 50+ more calculators!
Verifier Image
Verified by bhuvaneshwari
Coorg institute of technology (CIT), Kodagu
bhuvaneshwari has verified this Calculator and 9 more calculators!

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 Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear Formula

​LaTeX ​Go
Area of Longitudinal Reinforcement = (2*Total Horizontal Shear)/Specified Minimum Yield Stress
Asr = (2*Vh)/Fyr

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 Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear?

Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear calculator uses Area of Longitudinal Reinforcement = (2*Total Horizontal Shear)/Specified Minimum Yield Stress to calculate the Area of Longitudinal Reinforcement, The Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear formula is defined as an area of longitudinal reinforcing steel considered to act compositely with the steel beam in negative moment regions. Area of Longitudinal Reinforcement is denoted by Asr symbol.

How to calculate Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear using this online calculator? To use this online calculator for Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear, enter Total Horizontal Shear (Vh) & Specified Minimum Yield Stress (Fyr) and hit the calculate button. Here is how the Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear calculation can be explained with given input values -> 5.6E+7 = (2*4207.5)/150000000.

FAQ

What is Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear?
The Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear formula is defined as an area of longitudinal reinforcing steel considered to act compositely with the steel beam in negative moment regions and is represented as Asr = (2*Vh)/Fyr or Area of Longitudinal Reinforcement = (2*Total Horizontal Shear)/Specified Minimum Yield Stress. 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 & Specified Minimum Yield Stress of longitudinal reinforcement is the minimum stress a reinforcement may experience that will cause plastic (permanent) deformation.
How to calculate Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear?
The Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear formula is defined as an area of longitudinal reinforcing steel considered to act compositely with the steel beam in negative moment regions is calculated using Area of Longitudinal Reinforcement = (2*Total Horizontal Shear)/Specified Minimum Yield Stress. To calculate Area of Longitudinal Reinforcement at Support within Effective Area given Total Horizontal Shear, you need Total Horizontal Shear (Vh) & Specified Minimum Yield Stress (Fyr). With our tool, you need to enter the respective value for Total Horizontal Shear & 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.
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!