Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
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Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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11 Other formulas that you can solve using the same Inputs

Spacing when Area of Steel in Vertical Stirrups is Given
Stirrup Spacing=(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement*Capacity reduction factor)/((Shear force in considered section)-(2*Capacity reduction factor*sqrt(28 Day Compressive Strength of Concrete)*Width of beam web*Centroidal distance of tension reinforcement)) GO
Nominal Shear Strength of the Concrete
Nominal shear strength of concrete=(1.9*sqrt(28 Day Compressive Strength of Concrete)+((2500*Reinforcement ratio of web section)*((Shear force in considered section*Centroidal distance of tension reinforcement)/Bending moment of considered section)))*(Width of beam web*Centroidal distance of tension reinforcement) GO
Stirrup Spacing for Practical Design
Spacing of Stirrups=(Stirrup Area*Capacity reduction factor*Yield strength of reinforcing steel*Effective depth of beam)/((Design Shear )-((2*Capacity reduction factor)*sqrt(28 Day Compressive Strength of Concrete)*Breadth of the web*Effective depth of beam)) GO
Bending-Moment Capacity of Ultimate Strength when Beam Width is Given
Bending moment of considered section=0.90*(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement*(1-(0.59*((Tension reinforcement ratio*yield strength of reinforcement))/28 Day Compressive Strength of Concrete))) GO
Bending-Moment Capacity of Ultimate Strength when Area of Tension Reinforcement is Given
Bending moment of considered section=0.90*(Area of steel required*yield strength of reinforcement*(Centroidal distance of tension reinforcement-(Depth of Rectangular Stress Distribution/2))) GO
Tension Reinforcement Area when Axial Load for Tied Columns is Given
area of tension reinforcement=(Bending moment)/(0.40*yield strength of reinforcement*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment)) GO
Axial Load for Tied Columns
Bending moment=0.40*area of tension reinforcement*yield strength of reinforcement*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment) GO
Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given
Nominal shear strength by reinforcement=(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement)/(Stirrup Spacing) GO
Area of Steel Required in Vertical Stirrups
Area of steel required=(Nominal shear strength by reinforcement*Stirrup Spacing)/(yield strength of reinforcement*Centroidal distance of tension reinforcement) GO
Nominal Reinforcement Shear Strength when Stirrup Area with Support Angle is Given
Nominal strength of Shear Reinforcement=(Stirrup Area)/(Yield strength of reinforcing steel)*sin(Angle at Support) GO
Axial Load for Spiral Columns
Bending moment=0.12*Total area*yield strength of reinforcement*Diameter of reinforcement GO

Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given Formula

Area of One Leg of a Closed Stirrup=((50*Width of beam web*Distance/yield strength of reinforcement)-(Stirrup Area))/2
A<sub>t</sub>=((50*b<sub>w</sub>*s/f<sub>y</sub>)-(Av))/2
More formulas
Shear Reinforcement Area GO
Spacing of Closed Stirrups for Torsion GO
Max Concrete Torsion GO
Max Ultimate Torsion for Torsion Effects GO
Maximum Allowable Torsion GO

When are Closed Stirrups used in Construction work ?

Closed Stirrups are used when concrete beams are designed to resist a substantial amount of torsion.

When are Open Stirrups provided in Construction work ?

Open stirrups are provided principally to resist shear forces in concrete beams and they are applied in locations in which the effect of torsion is insignificant.

How to Calculate Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given?

Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given calculator uses Area of One Leg of a Closed Stirrup=((50*Width of beam web*Distance/yield strength of reinforcement)-(Stirrup Area))/2 to calculate the Area of One Leg of a Closed Stirrup, The Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given formula is defined by the parameters width of the beam web bw, distance s at which one leg of a closed stirrup resisting torsion yield strength of reinforcement and stirrup area. Area of One Leg of a Closed Stirrup and is denoted by At symbol.

How to calculate Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given using this online calculator? To use this online calculator for Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given, enter Width of beam web (bw), Distance (s), yield strength of reinforcement (fy and Stirrup Area (Av) and hit the calculate button. Here is how the Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given calculation can be explained with given input values -> -12.5 = ((50*50*0.1/10000000)-(5E-05))/2.

FAQ

What is Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given?
The Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given formula is defined by the parameters width of the beam web bw, distance s at which one leg of a closed stirrup resisting torsion yield strength of reinforcement and stirrup area and is represented as At=((50*bw*s/fy or Area of One Leg of a Closed Stirrup=((50*Width of beam web*Distance/yield strength of reinforcement)-(Stirrup Area))/2. Width of beam web is the distance between the two external points of beam web section. , Distance s at which one leg of a closed stirrup resisting torsion, Yield strength of reinforcement is stress at which a predetermined amount of permanent deformation occurs and Stirrup Area (Av) is the total cross-sectional area of the stirrup bars used.
How to calculate Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given?
The Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given formula is defined by the parameters width of the beam web bw, distance s at which one leg of a closed stirrup resisting torsion yield strength of reinforcement and stirrup area is calculated using Area of One Leg of a Closed Stirrup=((50*Width of beam web*Distance/yield strength of reinforcement)-(Stirrup Area))/2. To calculate Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given, you need Width of beam web (bw), Distance (s), yield strength of reinforcement (fy and Stirrup Area (Av). With our tool, you need to enter the respective value for Width of beam web, Distance, yield strength of reinforcement and Stirrup Area 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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