Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given Calculator

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✖Development length is the amount of reinforcement or bar length needed to be embedded into the column to establish the desired bond strength between the concrete and steel.ⓘ Development Length [Ld]			+10% -10%
✖28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it.ⓘ 28 Day Compressive Strength of Concrete [f_c]			+10% -10%

✖The yield Strength of Bar can be described as the load per area in the bar.ⓘ Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given [F_y]

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Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given

M Naveen

National Institute of Technology (NIT), Warangal

M Naveen has created this Calculator and 100+ more calculators!

Himanshi Sharma

Bhilai Institute of Technology (BIT), Raipur

Himanshi Sharma has verified this Calculator and 500+ more calculators!

< 11 Other formulas that you can solve using the same Inputs

Ultimate Strength for Symmetrical Reinforcement

Axial Load Capacity=0.85*28 Day Compressive Strength of Concrete*Width of compression face*Distance from Compression to Tensile Reinforcement*Capacity reduction factor*((-Area ratio of tensile reinforcement)+1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)+sqrt(((1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement))^2)+2*Area ratio of tensile reinforcement*((Force ratio of strengths of reinforcements-1)*(1-(Distance from Compression to Centroid Reinforcment/Distance from Compression to Tensile Reinforcement))+(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)))) GO

Ultimate Strength for No Compression Reinforcement

Axial Load Capacity=0.85*28 Day Compressive Strength of Concrete*Width of compression face*Distance from Compression to Tensile Reinforcement*Capacity reduction factor*((-Area ratio of tensile reinforcement*Force ratio of strengths of reinforcements)+1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)+sqrt(((1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement))^2)+2*(Area ratio of tensile reinforcement*Eccentricity by method of frame analysis*Force ratio of strengths of reinforcements/Distance from Compression to Tensile Reinforcement))) GO

Balanced Moment when Φ is Given

Balanced Moment=Resistance Factor*((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress*(Distance from Compression to Tensile Reinforcement-Distance from Plastic to Tensile Reinforcement-Depth Rectangular Compressive Stress/2))+(Area of Compressive Reinforcement*Yeild Strength of Base Plate*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment-Distance from Plastic to Tensile Reinforcement))+(area of tension reinforcement*Tensile Stress in Steel*Distance from Plastic to Tensile Reinforcement)) GO

Ultimate Strength for Symmetrical Reinforcement in Single Layers

Axial Load Capacity=Capacity reduction factor*((Area of Compressive Reinforcement*Yield strength of reinforcing steel/((Eccentricity/Distance from Compression to Tensile Reinforcement)-Distance from Compression to Centroid Reinforcment+0.5))+(Width of compression face*Depth of column*28 Day Compressive Strength of Concrete/((3*Depth of column*Eccentricity/(Distance from Compression to Tensile Reinforcement^2))+1.18))) GO

Compressive Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given

Area of Compressive Reinforcement=((Axial Load Capacity/Resistance Factor)-(.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(area of tension reinforcement*Tensile Stress in Steel))/Yeild Strength of Base Plate GO

Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given

area of tension reinforcement=((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/Tensile Stress in Steel GO

Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given

Tensile Stress in Steel=((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/area of tension reinforcement GO

Axial-Load Capacity of Short Rectangular Members

Axial Load Capacity=Resistance Factor*((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(area of tension reinforcement*Tensile Stress in Steel)) GO

Yield Strength of Reinforcing Steel when Column Ultimate Strength is Given

Yield Strength=(Ultimate strength-0.85*28 Day Compressive Strength of Concrete*(Gross area-Area of Reinforcement))/Area of Reinforcement GO

Column Ultimate Strength with Zero Eccentricity of Load

Ultimate strength=0.85*28 Day Compressive Strength of Concrete*(Gross area-Area of Reinforcement)+Yield Strength*Area of Reinforcement GO

Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate

Allowable Bearing Pressure=0.35*28 Day Compressive Strength of Concrete GO

< 2 Other formulas that calculate the same Output

Bar Steel Yield Strength when Basic Development Length is Given

Yield Strength of Bar= (Development Length*sqrt(28 Day Compressive Strength of Concrete))/(0.04*Area of Bar) GO

Bar Steel Yield Strength when Basic Development Length for No 14 Bars is Given

Yield Strength of Bar= (Development Length*sqrt(28 Day Compressive Strength of Concrete))/0.085 GO

Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given Formula

Yield Strength of Bar= (Development Length* sqrt(28 Day Compressive Strength of Concrete))/0.125
F<sub>y</sub>= (Ld* sqrt(f<sub>c))/0.125

More formulas

Basic Development Length for Bars and Wire in Tension GO

Area of Bar when Basic Development Length is Given GO

Bar Steel Yield Strength when Basic Development Length is Given GO

Bar Steel Yield Strength when Basic Development Length for No 14 Bars is Given GO

Basic Development Length for No 14 Bars GO

Basic Development Length for No 18 Bars GO

How to calculate yield strength of the bar for 18 no bars?

To calcluate yield strength of bar, refer the IS code of strength of material to obtain the above formula when basic development length for 18 number of bars given.

How to Calculate Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given?

Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given calculator uses Yield Strength of Bar= (Development Length* sqrt(28 Day Compressive Strength of Concrete))/0.125 to calculate the Yield Strength of Bar, The Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given can be defined as the maximum stress that can be applied before it begins to change shape permanently. . Yield Strength of Bar and is denoted by F_y symbol.

How to calculate Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given using this online calculator? To use this online calculator for Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given, enter Development Length (Ld) and 28 Day Compressive Strength of Concrete (f_c) and hit the calculate button. Here is how the Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given calculation can be explained with given input values -> 0.032 = (0.4* sqrt(100000000))/0.125.

FAQ

What is Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given?

The Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given can be defined as the maximum stress that can be applied before it begins to change shape permanently. and is represented as F_y= (Ld* sqrt(f_c))/0.125 or Yield Strength of Bar= (Development Length* sqrt(28 Day Compressive Strength of Concrete))/0.125. Development length is the amount of reinforcement or bar length needed to be embedded into the column to establish the desired bond strength between the concrete and steel and 28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it.

How to calculate Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given?

The Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given can be defined as the maximum stress that can be applied before it begins to change shape permanently. is calculated using Yield Strength of Bar= (Development Length* sqrt(28 Day Compressive Strength of Concrete))/0.125. To calculate Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given, you need Development Length (Ld) and 28 Day Compressive Strength of Concrete (f_c). With our tool, you need to enter the respective value for Development Length and 28 Day Compressive Strength of Concrete and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

How many ways are there to calculate Yield Strength of Bar?

In this formula, Yield Strength of Bar uses Development Length and 28 Day Compressive Strength of Concrete. We can use 2 other way(s) to calculate the same, which is/are as follows -

Yield Strength of Bar= (Development Length*sqrt(28 Day Compressive Strength of Concrete))/(0.04*Area of Bar)
Yield Strength of Bar= (Development Length*sqrt(28 Day Compressive Strength of Concrete))/0.085

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