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
28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given
28 Day Compressive Strength of Concrete=(axial capacity)/(0.55*strength reduction factor for bearing walls*Gross area of column*(1-((effective length factor*Distance between Supports)/(32*Overall thickness of wall))^2)) GO
Axial Capacity of Wall
axial capacity=0.55*strength reduction factor for bearing walls*28 Day Compressive Strength of Concrete*Gross area of column*(1-((effective length factor*Distance between Supports)/(32*Overall thickness of wall))^2) 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
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

Total Design Shear Force when Nominal Shear Stress is Given Formula

Total design shear force=Capacity reduction factor*Nominal shear stress*Overall thickness of wall*0.8*Horizontal length of wall
V<sub>u</sub>=φ*v<sub>u</sub>*h*0.8*l<sub>w</sub>
More formulas
Nominal Shear Stress GO
Wall Overall Thickness 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 design shear strength ?

Strength of the material considered under the shear failure, when a structure will fail is known as the design shear strength.

How to Calculate Total Design Shear Force when Nominal Shear Stress is Given?

Total Design Shear Force when Nominal Shear Stress is Given calculator uses Total design shear force=Capacity reduction factor*Nominal shear stress*Overall thickness of wall*0.8*Horizontal length of wall to calculate the Total design shear force, The Total Design Shear Force when Nominal Shear Stress is Given formula is defined as the total shear strength of the structure which it can resist. Total design shear force and is denoted by Vu symbol.

How to calculate Total Design Shear Force when Nominal Shear Stress is Given using this online calculator? To use this online calculator for Total Design Shear Force when Nominal Shear Stress is Given, enter Capacity reduction factor (φ), Nominal shear stress (vu), Overall thickness of wall (h) and Horizontal length of wall (lw) and hit the calculate button. Here is how the Total Design Shear Force when Nominal Shear Stress is Given calculation can be explained with given input values -> 40.8 = 0.85*10*2*0.8*3.

FAQ

What is Total Design Shear Force when Nominal Shear Stress is Given?
The Total Design Shear Force when Nominal Shear Stress is Given formula is defined as the total shear strength of the structure which it can resist and is represented as Vu=φ*vu*h*0.8*lw or Total design shear force=Capacity reduction factor*Nominal shear stress*Overall thickness of wall*0.8*Horizontal length of wall. 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, Overall thickness of wall quantify about wall thickness and Horizontal length of wall is the length in horizontal direction.
How to calculate Total Design Shear Force when Nominal Shear Stress is Given?
The Total Design Shear Force when Nominal Shear Stress is Given formula is defined as the total shear strength of the structure which it can resist is calculated using Total design shear force=Capacity reduction factor*Nominal shear stress*Overall thickness of wall*0.8*Horizontal length of wall. To calculate Total Design Shear Force when Nominal Shear Stress is Given, you need Capacity reduction factor (φ), Nominal shear stress (vu), Overall thickness of wall (h) and Horizontal length of wall (lw). With our tool, you need to enter the respective value for Capacity reduction factor, Nominal shear stress, Overall thickness of wall 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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