FormulaDen.com

Physics Chemistry Math Chemical Engineering Civil Electrical Electronics Electronics and Instrumentation Materials Science Mechanical Production Engineering Financial Health

Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement Formula

Fx Copy

LaTeX Copy

The shear that concrete should carry alone. Check FAQs

V' = V - (\frac{A v \cdot f v \cdot d}{s})

V' - Shear that Concrete should carry?V - Total Shear?A_v - Cross-Sectional Area of Web Reinforcement?f_v - Allowable Unit Stress in Web Reinforcement?d - Effective Depth of Beam?s - Stirrup Spacing?

Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement Example

With values

With units

Only example

Here is how the Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement equation looks like with Values.

Here is how the Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement equation looks like with Units.

Here is how the Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement equation looks like.

495.0099 = 500 - (\frac{8772 \cdot 100 \cdot 285}{50.1})

495.0099N = 500N - (\frac{8772mm² \cdot 100MPa \cdot 285mm}{50.1mm})

495.0099 = 500 - (\frac{8772 \cdot 100 \cdot 285}{50.1})

Tip: Use pencil ( Pencil

) icon above to edit Input Values and Units.

Calculate

Recalculate

Solution

Copy

Reset

You are here -

Home » Category

Engineering » Category

Civil » Category

Concrete Formulas » fx Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement

Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement Solution

Follow our step by step solution on how to calculate Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement?

FIRST Step Consider the formula

V' = V - (\frac{A v \cdot f v \cdot d}{s})

Next Step Substitute values of Variables

∴

V' = 500N - (\frac{8772mm² \cdot 100MPa \cdot 285mm}{50.1mm})

Next Step Convert Units

∴

V' = 500N - (\frac{0.0088m² \cdot 100MPa \cdot 0.285m}{0.0501m})

Next Step Prepare to Evaluate

∴

V' = 500 - (\frac{0.0088 \cdot 100 \cdot 0.285}{0.0501})

Next Step Evaluate

∴

V' = 495.00994011976N

LAST Step Rounding Answer

∴

V' = 495.0099N

Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement Formula Elements

Variables

Shear that Concrete should carry

The shear that concrete should carry alone.

Symbol: V'

Measurement: ForceUnit: N

Note: Value can be positive or negative.

Formulas to find Shear that Concrete should carry

Total Shear

Total Shear is the total shear force acting on a beam.

Symbol: V

Measurement: ForceUnit: N

Note: Value can be positive or negative.

Formulas to find Total Shear

Cross-Sectional Area of Web Reinforcement

The cross-sectional area of web reinforcement in distance s measured parallel to longitudinal reinforcement.

Symbol: A_v

Measurement: AreaUnit: mm²

Note: Value can be positive or negative.

Formulas to find Cross-Sectional Area of Web Reinforcement

Allowable Unit Stress in Web Reinforcement

Allowable Unit Stress in Web Reinforcement is defined as total force acting to the unit area of the reinforcement.

Symbol: f_v

Measurement: PressureUnit: MPa

Note: Value can be positive or negative.

Formulas to find Allowable Unit Stress in Web Reinforcement

Effective Depth of Beam

The effective depth of beam measured from compressive face of beam to centroid of tensile reinforcing.

Symbol: d

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Effective Depth of Beam

Stirrup Spacing

Stirrup Spacing is the approximate minimum spacing between two bars in a section.

Symbol: s

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Stirrup Spacing

Other formulas in Shear and Diagonal Tension in Beams category

Go Width of Beam given Shearing Unit Stress in Reinforced Concrete Beam

b = \frac{V}{d \cdot v}

Go Effective Depth of Beam given Shearing Unit Stress in Reinforced Concrete Beam

d = \frac{V}{b \cdot v}

Go Total Shear given Cross-Sectional Area of Web Reinforcement

V = (\frac{A v \cdot f v \cdot d}{s}) + V'

Go Effective Depth given Cross-Sectional Area of Web Reinforcement

d = \frac{(V - V') \cdot s}{f v \cdot A v}

How to Evaluate Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement?

Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement evaluator uses Shear that Concrete should carry = Total Shear-((Cross-Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Effective Depth of Beam)/Stirrup Spacing) to evaluate the Shear that Concrete should carry, The Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement formula is defined as the force applied perpendicular to a surface, in opposition to an offset force acting in the opposite direction. Shear that Concrete should carry is denoted by V' symbol.

How to evaluate Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement using this online evaluator? To use this online evaluator for Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement, enter Total Shear (V), Cross-Sectional Area of Web Reinforcement (A_v), Allowable Unit Stress in Web Reinforcement (f_v), Effective Depth of Beam (d) & Stirrup Spacing (s) and hit the calculate button.

FAQs on Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement

What is the formula to find Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement?

The formula of Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement is expressed as Shear that Concrete should carry = Total Shear-((Cross-Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Effective Depth of Beam)/Stirrup Spacing). Here is an example- 495.0099 = 500-((0.008772*100000000*0.285)/0.0501).

How to calculate Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement?

With Total Shear (V), Cross-Sectional Area of Web Reinforcement (A_v), Allowable Unit Stress in Web Reinforcement (f_v), Effective Depth of Beam (d) & Stirrup Spacing (s) we can find Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement using the formula - Shear that Concrete should carry = Total Shear-((Cross-Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Effective Depth of Beam)/Stirrup Spacing).

Can the Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement be negative?

Yes, the Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement, measured in Force can be negative.

Which unit is used to measure Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement?

Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement is usually measured using the Newton[N] for Force. Exanewton[N], Meganewton[N], Kilonewton[N] are the few other units in which Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement can be measured.

Let Others Know

✖

Facebook

Twitter

Copied!

Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement Formula

Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement Example

Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement Solution

Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement Formula Elements

Other formulas in Shear and Diagonal Tension in Beams category

How to Evaluate Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement?

FAQs on Shear Carried by Concrete given Cross-Sectional Area of Web Reinforcement

Variable Name