Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
Suraj Kumar has created this Calculator and 400+ more calculators!
Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
Alithea Fernandes has verified this Calculator and 100+ more calculators!

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

Wall Horizontal Length when Nominal Shear Stress is Given Formula

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

Nominal shear stress is the shear force generated on the structure due to the force imposed on a given cross-sectional area. The force may be either vertical or horizontal.

How to Calculate Wall Horizontal Length when Nominal Shear Stress is Given?

Wall Horizontal Length when Nominal Shear Stress is Given calculator uses Horizontal length of wall=(Total design shear force/(0.8*Overall thickness of wall*Capacity reduction factor*Nominal shear stress)) to calculate the Horizontal length of wall, The Wall Horizontal Length when Nominal Shear Stress is Given formula is defined as the total length of wall in horizontal direction. Horizontal length of wall and is denoted by lw symbol.

How to calculate Wall Horizontal Length when Nominal Shear Stress is Given using this online calculator? To use this online calculator for Wall Horizontal Length when Nominal Shear Stress is Given, enter Total design shear force (Vu), Overall thickness of wall (h), Capacity reduction factor (φ) and Nominal shear stress (vu) and hit the calculate button. Here is how the Wall Horizontal Length when Nominal Shear Stress is Given calculation can be explained with given input values -> 0.367647 = (5/(0.8*2*0.85*10)).

FAQ

What is Wall Horizontal Length when Nominal Shear Stress is Given?
The Wall Horizontal Length when Nominal Shear Stress is Given formula is defined as the total length of wall in horizontal direction and is represented as lw=(Vu/(0.8*h*φ*vu)) or Horizontal length of wall=(Total design shear force/(0.8*Overall thickness of wall*Capacity reduction factor*Nominal shear stress)). Total design shear force is a force applied perpendicular to a surface, Overall thickness of wall quantify about wall thickness, The capacity reduction factor is a safety factor to account for uncertainties in material strength and Nominal shear stress is given by shear force per unit area.
How to calculate Wall Horizontal Length when Nominal Shear Stress is Given?
The Wall Horizontal Length when Nominal Shear Stress is Given formula is defined as the total length of wall in horizontal direction is calculated using Horizontal length of wall=(Total design shear force/(0.8*Overall thickness of wall*Capacity reduction factor*Nominal shear stress)). To calculate Wall Horizontal Length when Nominal Shear Stress is Given, you need Total design shear force (Vu), Overall thickness of wall (h), Capacity reduction factor (φ) and Nominal shear stress (vu). With our tool, you need to enter the respective value for Total design shear force, Overall thickness of wall, Capacity reduction factor and Nominal shear stress and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
Share Image
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!