Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has created this Calculator and 400+ 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

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
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
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
Reinforcement Yield Strength when Axial Load for Tied Columns is Given
yield strength of reinforcement=(Bending moment)/(0.40*area of tension 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
Moment Resistance of Steel when Steel Ratio is Given
Moment Resistance of Steel=Tensile Stress in Steel*Steel Ratio*Ratio of Distance between centroids *Beam Width*(Effective depth of beam)^2 GO
Stirrups Spacing when Area in Legs of a Vertical Stirrup is Given
Spacing of Stirrups=(Stirrup Area*allowable stress in stirrup steel*Distance from Extreme Compression to Centroid )/excess shear GO
Distance from Extreme Compression to Centroid when Steel Ratio is Given
Distance from Extreme Compression to Centroid =(area of tension reinforcement)/(Beam Width*Steel Ratio) GO
Steel Ratio
Steel Ratio=(area of tension reinforcement)/(Beam Width*Distance from Extreme Compression to Centroid ) GO
Area of Tension Reinforcement when Steel Ratio is Given
area of tension reinforcement=(Steel Ratio*Beam Width*Distance from Extreme Compression to Centroid ) GO

3 Other formulas that calculate the same Output

Beam Width when Nominal Unit Shear Stress is Given
Beam Width=Total Shear/(Nominal shear stress*Distance from Compression to Centroid Reinforcment) GO
Width of Beam when Stress in Concrete is Given
Beam Width=2*Bending moment/(Ratio k*Ratio j*Stress*Depth of the Beam^2) GO
Width of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given
Beam Width=Total Shear/(Depth of the Beam*Shearing Unit Stress) GO

Beam Width when Steel Ratio is Given Formula

Beam Width=(area of tension reinforcement)/(Distance from Extreme Compression to Centroid *Steel Ratio)
b=(A<sub>s</sub>)/(d*ρ)
More formulas
Modular Ratio GO
Compressive Stress in Extreme Concrete Surface GO
Stress in Steel GO
Distance from Extreme Compression to Centroid when Steel Ratio is Given GO
Area of Tension Reinforcement when Steel Ratio is Given GO
Steel Ratio GO
Distance between Centroid of Compression and Centroid of Tension GO

What is Steel Ratio?

Steel Ratio is defined as ratio of steel to the beam area at which the yielding of steel happens simultaneously with the crushing of concrete.

How to Calculate Beam Width when Steel Ratio is Given?

Beam Width when Steel Ratio is Given calculator uses Beam Width=(area of tension reinforcement)/(Distance from Extreme Compression to Centroid *Steel Ratio) to calculate the Beam Width, The Beam Width when Steel Ratio is Given formula is defined as the ratio of area of tension reinforcement to that of the product of distance from extreme compression to centroid of reinforcement and steel ratio. Beam Width and is denoted by b symbol.

How to calculate Beam Width when Steel Ratio is Given using this online calculator? To use this online calculator for Beam Width when Steel Ratio is Given, enter area of tension reinforcement (As), Distance from Extreme Compression to Centroid (d) and Steel Ratio (ρ) and hit the calculate button. Here is how the Beam Width when Steel Ratio is Given calculation can be explained with given input values -> 2000 = (10)/(0.1*50).

FAQ

What is Beam Width when Steel Ratio is Given?
The Beam Width when Steel Ratio is Given formula is defined as the ratio of area of tension reinforcement to that of the product of distance from extreme compression to centroid of reinforcement and steel ratio and is represented as b=(As)/(d*ρ) or Beam Width=(area of tension reinforcement)/(Distance from Extreme Compression to Centroid *Steel Ratio). Area of tension reinforcement is the area of column under tension, Distance from Extreme Compression to Centroid of Reinforcement and Steel Ratio is defined as ratio of steel to the beam area at which the yielding of steel happens simultaneously with the crushing of concrete.
How to calculate Beam Width when Steel Ratio is Given?
The Beam Width when Steel Ratio is Given formula is defined as the ratio of area of tension reinforcement to that of the product of distance from extreme compression to centroid of reinforcement and steel ratio is calculated using Beam Width=(area of tension reinforcement)/(Distance from Extreme Compression to Centroid *Steel Ratio). To calculate Beam Width when Steel Ratio is Given, you need area of tension reinforcement (As), Distance from Extreme Compression to Centroid (d) and Steel Ratio (ρ). With our tool, you need to enter the respective value for area of tension reinforcement, Distance from Extreme Compression to Centroid and Steel Ratio 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 Beam Width?
In this formula, Beam Width uses area of tension reinforcement, Distance from Extreme Compression to Centroid and Steel Ratio. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • Beam Width=2*Bending moment/(Ratio k*Ratio j*Stress*Depth of the Beam^2)
  • Beam Width=Total Shear/(Depth of the Beam*Shearing Unit Stress)
  • Beam Width=Total Shear/(Nominal shear stress*Distance from Compression to Centroid Reinforcment)
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