## Cross sectional area of web reinforcement Solution

STEP 0: Pre-Calculation Summary
Formula Used
Cross Sectional Area of Web Reinforcement = (Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/Allowable Unit Stress in Web Reinforcement*Effective depth of beam
Av = (V-V')*s/fv*d
This formula uses 6 Variables
Variables Used
Cross Sectional Area of Web Reinforcement - (Measured in Square Meter) - Cross Sectional Area of Web Reinforcement is defined as the the area of a two-dimensional shape that is obtained when a three-dimensional object.
Total Shear - (Measured in Newton) - Total Shear is defined as the total shear force acting on the body.
Shear that Concrete Could Carry - (Measured in Newton) - Shear that Concrete Could Carry is defined as the shear force that concrete alone could carry.
Spacing of Stirrups - (Measured in Meter) - Spacing of Stirrups in direction parallel to that of longitudinal reinforcing, in (mm).
Allowable Unit Stress in Web Reinforcement - (Measured in Pascal) - Allowable Unit Stress in Web Reinforcement is defined as total force acting to the unit area of the reinforcement.
Effective depth of beam - (Measured in Meter) - Effective depth of beam is described as distance from the centroid of tension Steel to the outermost face of compression fiber.
STEP 1: Convert Input(s) to Base Unit
Total Shear: 3000 Newton --> 3000 Newton No Conversion Required
Shear that Concrete Could Carry: 80 Kilonewton --> 80000 Newton (Check conversion here)
Spacing of Stirrups: 5 Millimeter --> 0.005 Meter (Check conversion here)
Allowable Unit Stress in Web Reinforcement: 100 Megapascal --> 100000000 Pascal (Check conversion here)
Effective depth of beam: 4 Meter --> 4 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Av = (V-V')*s/fv*d --> (3000-80000)*0.005/100000000*4
Evaluating ... ...
Av = -1.54E-05
STEP 3: Convert Result to Output's Unit
-1.54E-05 Square Meter -->-15.4 Square Millimeter (Check conversion here)
-15.4 Square Millimeter <-- Cross Sectional Area of Web Reinforcement
(Calculation completed in 00.031 seconds)
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## Credits

Created by OJAL MERCHANDE
THAKUR COLLEGE OF ENGINEERING AND TECHNOLOGY (TCET), MUMBAI
OJAL MERCHANDE has created this Calculator and 1 more calculators!
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RV COLLEGE OF ENGINEERING (RVCE), BANGALORE
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## < 3 Combined Stresses Calculators

Cross sectional area of web reinforcement
Cross Sectional Area of Web Reinforcement = (Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/Allowable Unit Stress in Web Reinforcement*Effective depth of beam Go
Creep Coefficient given Creep Strain
Creep Coefficient = Ultimate creep strain/Elastic strain Go
Elastic Strain given Creep Strain
Elastic strain = Ultimate creep strain/Creep Coefficient Go

## Cross sectional area of web reinforcement Formula

Cross Sectional Area of Web Reinforcement = (Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/Allowable Unit Stress in Web Reinforcement*Effective depth of beam
Av = (V-V')*s/fv*d

## How to Calculate Cross sectional area of web reinforcement?

Cross sectional area of web reinforcement calculator uses Cross Sectional Area of Web Reinforcement = (Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/Allowable Unit Stress in Web Reinforcement*Effective depth of beam to calculate the Cross Sectional Area of Web Reinforcement, Cross sectional area of web reinforcement is defined as the area of two dimensional shape that is obtained when a three dimensional shape. Cross Sectional Area of Web Reinforcement is denoted by Av symbol.

How to calculate Cross sectional area of web reinforcement using this online calculator? To use this online calculator for Cross sectional area of web reinforcement, enter Total Shear (V), Shear that Concrete Could Carry (V'), Spacing of Stirrups (s), Allowable Unit Stress in Web Reinforcement (fv) & Effective depth of beam (d) and hit the calculate button. Here is how the Cross sectional area of web reinforcement calculation can be explained with given input values -> 0.584 = (3000-80)*0.005/100000000*4.

### FAQ

What is Cross sectional area of web reinforcement?
Cross sectional area of web reinforcement is defined as the area of two dimensional shape that is obtained when a three dimensional shape and is represented as Av = (V-V')*s/fv*d or Cross Sectional Area of Web Reinforcement = (Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/Allowable Unit Stress in Web Reinforcement*Effective depth of beam. Total Shear is defined as the total shear force acting on the body, Shear that Concrete Could Carry is defined as the shear force that concrete alone could carry, Spacing of Stirrups in direction parallel to that of longitudinal reinforcing, in (mm), Allowable Unit Stress in Web Reinforcement is defined as total force acting to the unit area of the reinforcement & Effective depth of beam is described as distance from the centroid of tension Steel to the outermost face of compression fiber.
How to calculate Cross sectional area of web reinforcement?
Cross sectional area of web reinforcement is defined as the area of two dimensional shape that is obtained when a three dimensional shape is calculated using Cross Sectional Area of Web Reinforcement = (Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/Allowable Unit Stress in Web Reinforcement*Effective depth of beam. To calculate Cross sectional area of web reinforcement, you need Total Shear (V), Shear that Concrete Could Carry (V'), Spacing of Stirrups (s), Allowable Unit Stress in Web Reinforcement (fv) & Effective depth of beam (d). With our tool, you need to enter the respective value for Total Shear, Shear that Concrete Could Carry, Spacing of Stirrups, Allowable Unit Stress in Web Reinforcement & Effective depth of beam 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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