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Bar Steel Yield Strength when Basic Development Length is Given Calculator

Category Engineering ↺
Engineering Civil ↺
Civil Concrete ↺
Concrete Tension Development Lengths ↺
✖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 [fc]
+10%
-10%
✖Area of Bar can be defined as the space occupied by a bar.ⓘ Area of Bar [Ab]
+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 is Given [Fy]
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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 for No 18 Bars is Given
Yield Strength of Bar= (Development Length* sqrt(28 Day Compressive Strength of Concrete))/0.125 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 is Given Formula

Yield Strength of Bar= (Development Length*sqrt(28 Day Compressive Strength of Concrete))/(0.04*Area of Bar)
F<sub>y</sub>= (Ld*sqrt(f<sub>c))/(0.04*A<sub>b</sub>)
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 for No 14 Bars is Given GO
Basic Development Length for No 14 Bars GO
Basic Development Length for No 18 Bars GO
Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given GO

how to calculate the yield strength of the bar?

yiels strength of the concrete can be calaculated by refering the Is code of strength of materials to obtain the above formula

How to Calculate Bar Steel Yield Strength when Basic Development Length is Given?

Bar Steel Yield Strength when Basic Development Length is Given calculator uses Yield Strength of Bar= (Development Length*sqrt(28 Day Compressive Strength of Concrete))/(0.04*Area of Bar) to calculate the Yield Strength of Bar, The Bar Steel Yield Strength when Basic Development Length is Given can be defined as the point at which an object ceases to be elastic and becomes plastic. Yield Strength of Bar and is denoted by Fy symbol.

How to calculate Bar Steel Yield Strength when Basic Development Length is Given using this online calculator? To use this online calculator for Bar Steel Yield Strength when Basic Development Length is Given, enter Development Length (Ld), 28 Day Compressive Strength of Concrete (fc) and Area of Bar (Ab) and hit the calculate button. Here is how the Bar Steel Yield Strength when Basic Development Length is Given calculation can be explained with given input values -> 100 = (0.4*sqrt(100000000))/(0.04*0.001).

FAQ

What is Bar Steel Yield Strength when Basic Development Length is Given?
The Bar Steel Yield Strength when Basic Development Length is Given can be defined as the point at which an object ceases to be elastic and becomes plastic and is represented as Fy= (Ld*sqrt(fc))/(0.04*Ab) or Yield Strength of Bar= (Development Length*sqrt(28 Day Compressive Strength of Concrete))/(0.04*Area of Bar). 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, 28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it and Area of Bar can be defined as the space occupied by a bar.
How to calculate Bar Steel Yield Strength when Basic Development Length is Given?
The Bar Steel Yield Strength when Basic Development Length is Given can be defined as the point at which an object ceases to be elastic and becomes plastic is calculated using Yield Strength of Bar= (Development Length*sqrt(28 Day Compressive Strength of Concrete))/(0.04*Area of Bar). To calculate Bar Steel Yield Strength when Basic Development Length is Given, you need Development Length (Ld), 28 Day Compressive Strength of Concrete (fc) and Area of Bar (Ab). With our tool, you need to enter the respective value for Development Length, 28 Day Compressive Strength of Concrete and Area of Bar 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, 28 Day Compressive Strength of Concrete and Area of Bar. 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))/0.085
  • Yield Strength of Bar= (Development Length* sqrt(28 Day Compressive Strength of Concrete))/0.125
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