Equation for Punching Shear Design Solution

STEP 0: Pre-Calculation Summary
Formula Used
Punching Shear = Capacity Reduction Factor*(Nominal Shear Strength of Concrete+Nominal Shear Strength by Reinforcement)
ϕVn = φ*(Vc+Vs)
This formula uses 4 Variables
Variables Used
Punching Shear - (Measured in Pascal) - Punching Shear is a type of failure of reinforced concrete slabs subjected to high localized forces.
Capacity Reduction Factor - The Capacity Reduction Factor is a safety factor to account for uncertainties in material strength.
Nominal Shear Strength of Concrete - (Measured in Pascal) - The Nominal Shear Strength of Concrete is the capacity of the concrete section to resist the effects of load.
Nominal Shear Strength by Reinforcement - (Measured in Pascal) - Nominal Shear Strength by Reinforcement is the strength or capacity of shear reinforcement to withstand shear or diagonal stresses.
STEP 1: Convert Input(s) to Base Unit
Capacity Reduction Factor: 0.85 --> No Conversion Required
Nominal Shear Strength of Concrete: 90 Megapascal --> 90000000 Pascal (Check conversion ​here)
Nominal Shear Strength by Reinforcement: 100 Megapascal --> 100000000 Pascal (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
ϕVn = φ*(Vc+Vs) --> 0.85*(90000000+100000000)
Evaluating ... ...
ϕVn = 161500000
STEP 3: Convert Result to Output's Unit
161500000 Pascal -->161.5 Megapascal (Check conversion ​here)
FINAL ANSWER
161.5 Megapascal <-- Punching Shear
(Calculation completed in 00.004 seconds)

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Meerut Institute of Engineering and Technology (MIET), Meerut
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Design of Two Way Slab System Calculators

Concrete Shear Strength at Critical Sections
​ LaTeX ​ Go Shear Strength of Concrete at Critical Section = (2*(28 Day Compressive Strength of Concrete)^(1/2))*Distance from Compression to Centroid Reinforcment*Perimeter of Critical Section
Equation for Punching Shear Design
​ LaTeX ​ Go Punching Shear = Capacity Reduction Factor*(Nominal Shear Strength of Concrete+Nominal Shear Strength by Reinforcement)
Maximum Slab thickness
​ LaTeX ​ Go Maximum Slab Thickness = (Length of Clear Span in Long Direction/36)*(0.8+Yield Strength of Steel/200000)

Equation for Punching Shear Design Formula

​LaTeX ​Go
Punching Shear = Capacity Reduction Factor*(Nominal Shear Strength of Concrete+Nominal Shear Strength by Reinforcement)
ϕVn = φ*(Vc+Vs)

What is Shear?

Shear is the term assigned to the forces that act perpendicular to the longitudinal axis of the structural element.

How to Calculate Equation for Punching Shear Design?

Equation for Punching Shear Design calculator uses Punching Shear = Capacity Reduction Factor*(Nominal Shear Strength of Concrete+Nominal Shear Strength by Reinforcement) to calculate the Punching Shear, The Equation for Punching Shear Design formula is defined as the value of punching shear which is a type of failure of reinforced concrete slabs subjected to high localized forces. Punching Shear is denoted by ϕVn symbol.

How to calculate Equation for Punching Shear Design using this online calculator? To use this online calculator for Equation for Punching Shear Design, enter Capacity Reduction Factor (φ), Nominal Shear Strength of Concrete (Vc) & Nominal Shear Strength by Reinforcement (Vs) and hit the calculate button. Here is how the Equation for Punching Shear Design calculation can be explained with given input values -> 0.000162 = 0.85*(90000000+100000000).

FAQ

What is Equation for Punching Shear Design?
The Equation for Punching Shear Design formula is defined as the value of punching shear which is a type of failure of reinforced concrete slabs subjected to high localized forces and is represented as ϕVn = φ*(Vc+Vs) or Punching Shear = Capacity Reduction Factor*(Nominal Shear Strength of Concrete+Nominal Shear Strength by Reinforcement). The Capacity Reduction Factor is a safety factor to account for uncertainties in material strength, The Nominal Shear Strength of Concrete is the capacity of the concrete section to resist the effects of load & Nominal Shear Strength by Reinforcement is the strength or capacity of shear reinforcement to withstand shear or diagonal stresses.
How to calculate Equation for Punching Shear Design?
The Equation for Punching Shear Design formula is defined as the value of punching shear which is a type of failure of reinforced concrete slabs subjected to high localized forces is calculated using Punching Shear = Capacity Reduction Factor*(Nominal Shear Strength of Concrete+Nominal Shear Strength by Reinforcement). To calculate Equation for Punching Shear Design, you need Capacity Reduction Factor (φ), Nominal Shear Strength of Concrete (Vc) & Nominal Shear Strength by Reinforcement (Vs). With our tool, you need to enter the respective value for Capacity Reduction Factor, Nominal Shear Strength of Concrete & Nominal Shear Strength by Reinforcement 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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