Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
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11 Other formulas that you can solve using the same Inputs

Spacing of Closed Stirrups for Torsion
Spacing of Closed Stirrups=(Area of One Leg of a Closed Stirrup*Capacity reduction factor*Yield strength of reinforcing steel*Thermal Expansion Coefficient*Shorter Dimension c to c of Legs of Closed Stirrup*Longer Dimension c to c of Legs of Closed Stirrup)/(Ultimate Design Torsional Moment-Capacity reduction factor*Max Concrete Torsion) GO
Reinforcement Yield Strength when Shear Friction Reinforcement Area is Given
yield strength of reinforcement=Design Shear /(Capacity reduction factor*Coefficient of Friction*area of shear friction reinforcement) GO
Shear Friction Reinforcement Area
area of shear friction reinforcement=Design Shear /(Capacity reduction factor*yield strength of reinforcement*Coefficient of Friction) GO
Design Shear when Shear Friction Reinforcement Area is Given
Design Shear =Capacity reduction factor*yield strength of reinforcement*Coefficient of Friction*area of shear friction reinforcement GO
Nominal Shear Stress
Nominal shear stress=(Total design shear force/(0.8*Capacity reduction factor*Overall thickness of wall*Horizontal length of wall)) GO
Total Design Shear Force when Nominal Shear Stress is Given
Total design shear force=Capacity reduction factor*Nominal shear stress*Overall thickness of wall*0.8*Horizontal length of wall GO
Equation for Punching Shear Design
punching shear=Capacity reduction factor*(Nominal shear strength of concrete+Nominal shear strength by reinforcement) GO
Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given
Distance from Compression to Centroid Reinforcment=Total Shear/(Beam Width*Nominal shear stress) GO
Beam Width when Nominal Unit Shear Stress is Given
Beam Width=Total Shear/(Nominal shear stress*Distance from Compression to Centroid Reinforcment) GO
Shear when Nominal Unit Shear Stress is Given
Total Shear=Beam Width*Distance from Compression to Centroid Reinforcment*Nominal shear stress GO
Maximum Allowable Torsion
Maximum Allowable Torsion =Capacity reduction factor*5*Max Concrete Torsion GO

Wall Overall Thickness when Nominal Shear Stress is Given Formula

Overall thickness of wall=(Total design shear force/(Capacity reduction factor*0.8*Nominal shear stress*Horizontal length of wall))
h=(V<sub>u</sub>/(φ*0.8*v<sub>u</sub>*l<sub>w</sub>))
More formulas
Nominal Shear Stress GO
Total Design Shear Force when Nominal Shear Stress is Given GO
Wall Horizontal Length when Nominal Shear Stress is Given GO
Concrete Strength when Shear Force is Given GO
Minimum Horizontal Reinforcement GO
Maximum Shear Strength GO

What is capacity reduction factor ?

The capacity reduction factor is a safety factor to account for uncertainties in material strength and material dimension.

How to Calculate Wall Overall Thickness when Nominal Shear Stress is Given?

Wall Overall Thickness when Nominal Shear Stress is Given calculator uses Overall thickness of wall=(Total design shear force/(Capacity reduction factor*0.8*Nominal shear stress*Horizontal length of wall)) to calculate the Overall thickness of wall, The Wall Overall Thickness when Nominal Shear Stress is Given formula uses the values of nominal shear stress , total design shear force , horizontal length of the wall and capacity reduction factor. Overall thickness of wall and is denoted by h symbol.

How to calculate Wall Overall Thickness when Nominal Shear Stress is Given using this online calculator? To use this online calculator for Wall Overall Thickness when Nominal Shear Stress is Given, enter Total design shear force (Vu), Capacity reduction factor (φ), Nominal shear stress (vu) and Horizontal length of wall (lw) and hit the calculate button. Here is how the Wall Overall Thickness when Nominal Shear Stress is Given calculation can be explained with given input values -> 0.245098 = (5/(0.85*0.8*10*3)).

FAQ

What is Wall Overall Thickness when Nominal Shear Stress is Given?
The Wall Overall Thickness when Nominal Shear Stress is Given formula uses the values of nominal shear stress , total design shear force , horizontal length of the wall and capacity reduction factor and is represented as h=(Vu/(φ*0.8*vu*lw)) or Overall thickness of wall=(Total design shear force/(Capacity reduction factor*0.8*Nominal shear stress*Horizontal length of wall)). Total design shear force is a force applied perpendicular to a surface, The capacity reduction factor is a safety factor to account for uncertainties in material strength, Nominal shear stress is given by shear force per unit area and Horizontal length of wall is the length in horizontal direction.
How to calculate Wall Overall Thickness when Nominal Shear Stress is Given?
The Wall Overall Thickness when Nominal Shear Stress is Given formula uses the values of nominal shear stress , total design shear force , horizontal length of the wall and capacity reduction factor is calculated using Overall thickness of wall=(Total design shear force/(Capacity reduction factor*0.8*Nominal shear stress*Horizontal length of wall)). To calculate Wall Overall Thickness when Nominal Shear Stress is Given, you need Total design shear force (Vu), Capacity reduction factor (φ), Nominal shear stress (vu) and Horizontal length of wall (lw). With our tool, you need to enter the respective value for Total design shear force, Capacity reduction factor, Nominal shear stress and Horizontal length of wall 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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