Cross sectional area of web reinforcement Calculator

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✖Total Shear is defined as the total shear force acting on the body.ⓘ Total Shear [V]			+10% -10%
✖Shear that Concrete Could Carry is defined as the shear force that concrete alone could carry.ⓘ Shear that Concrete Could Carry [V']			+10% -10%
✖Spacing of Stirrups in direction parallel to that of longitudinal reinforcing, in (mm).ⓘ Spacing of Stirrups [s]			+10% -10%
✖Allowable Unit Stress in Web Reinforcement is defined as total force acting to the unit area of the reinforcement.ⓘ Allowable Unit Stress in Web Reinforcement [f_v]			+10% -10%
✖Effective depth of beam is described as distance from the centroid of tension Steel to the outermost face of compression fiber.ⓘ Effective depth of beam [d]			+10% -10%

✖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.ⓘ Cross sectional area of web reinforcement [A_v]

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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
A_v = (V-V')*s/f_v*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

A_v = (V-V')*s/f_v*d --> (3000-80000)*0.005/100000000*4

Evaluating ... ...

A_v = -1.54E-05

STEP 3: Convert Result to Output's Unit

-1.54E-05 Square Meter -->-15.4 Square Millimeter (Check conversion here)

FINAL ANSWER

-15.4 Square Millimeter <-- Cross Sectional Area of Web Reinforcement

(Calculation completed in 00.031 seconds)

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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
A_v = (V-V')*s/f_v*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 A_v 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 (f_v) & 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 A_v = (V-V')*s/f_v*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 (f_v) & 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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