Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has created this Calculator and 500+ 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
Value of k in Design Reviewing
Ratio of Depth of Compression Area to Depth d=sqrt((((2)*(Modular Ratio))*((Tension reinforcement ratio)+((Compression reinforcement ratio)*(Effective cover/Centroidal distance of tension reinforcement))))+((Modular Ratio^(2))*(Tension reinforcement ratio+Compression reinforcement ratio)^(2))-((Modular Ratio)*(Tension reinforcement ratio+Compression reinforcement ratio))) 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
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
Moment Resistance of Steel
Moment Resistance of Steel=(Total Tension*Ratio of Distance between centroids *Effective depth of beam)+(area of tension reinforcement*Tensile Stress in Steel*Ratio of Distance between centroids *Effective depth of beam) GO
Distance from Extreme Compression Surface to Neutral Axis
distance to neutral axis=(2*Modular Ratio*area tensile steel*distance to centroid of tensile steel+width of beam*(Flange Thickness^2))/(2*Modular Ratio*area tensile steel+2*width of beam*Flange Thickness) GO
Moment Resistance of Steel when Stress and Area are Given
Moment Resistance of Steel=(Tensile Stress in Steel*Area of steel reinforcement*Ratio of Distance between centroids *Effective depth of beam) 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
Stress in Steel
Tensile Stress in Steel=(Modular Ratio*Compressive Stress in Extreme Surface of Concrete*(1-Ratio of depth))/(Ratio of depth) GO
Equation Based on Linear Variation of Stress and Strain with Distance
Ratio of depth=1/(1+(steel stress/(Modular Ratio*Compressive stress of concrete))) GO

Compressive Stress in Extreme Concrete Surface Formula

Compressive Stress in Extreme Surface of Concrete=(Ratio of Depth of Compression Area to Depth d*Tensile Stress in Steel)/((Modular Ratio)*(1-Ratio of Depth of Compression Area to Depth d))
f<sub>c</sub>=(k*f<sub>s)/((n)*(1-k))
More formulas
Modular Ratio 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
Beam Width when Steel Ratio is Given GO
Steel Ratio GO
Distance between Centroid of Compression and Centroid of Tension GO

What is Compressive stress

Compressive stress is defined as the force that results in a lesser volume of the material as the material undergoes compression.

What is Neutral Axis

Neutral Axis a line or plane through a beam or plate connecting points at which no extension or compression occurs when it is bent.

How to Calculate Compressive Stress in Extreme Concrete Surface?

Compressive Stress in Extreme Concrete Surface calculator uses Compressive Stress in Extreme Surface of Concrete=(Ratio of Depth of Compression Area to Depth d*Tensile Stress in Steel)/((Modular Ratio)*(1-Ratio of Depth of Compression Area to Depth d)) to calculate the Compressive Stress in Extreme Surface of Concrete, The Compressive Stress in Extreme Concrete Surface formula is defined from the assumption that stress varies across a beam section with the distance from the neutral axis. Compressive Stress in Extreme Surface of Concrete and is denoted by fc symbol.

How to calculate Compressive Stress in Extreme Concrete Surface using this online calculator? To use this online calculator for Compressive Stress in Extreme Concrete Surface, enter Ratio of Depth of Compression Area to Depth d (k), Tensile Stress in Steel (fs) and Modular Ratio (n) and hit the calculate button. Here is how the Compressive Stress in Extreme Concrete Surface calculation can be explained with given input values -> NaN = (1*980.664999999931)/((10)*(1-1)).

FAQ

What is Compressive Stress in Extreme Concrete Surface?
The Compressive Stress in Extreme Concrete Surface formula is defined from the assumption that stress varies across a beam section with the distance from the neutral axis and is represented as fc=(k*fs)/((n)*(1-k)) or Compressive Stress in Extreme Surface of Concrete=(Ratio of Depth of Compression Area to Depth d*Tensile Stress in Steel)/((Modular Ratio)*(1-Ratio of Depth of Compression Area to Depth d)). Ratio of Depth of Compression Area to Depth d, Tensile Stress in Steel is defined as the steel is under tension. The external force per unit area of the material resulting in the stretch of the material is known as tensile stress and Modular Ratio is defined as the Ratio between Modulus of Elasticity of Steel and Modulus of Elasticity of Concrete.
How to calculate Compressive Stress in Extreme Concrete Surface?
The Compressive Stress in Extreme Concrete Surface formula is defined from the assumption that stress varies across a beam section with the distance from the neutral axis is calculated using Compressive Stress in Extreme Surface of Concrete=(Ratio of Depth of Compression Area to Depth d*Tensile Stress in Steel)/((Modular Ratio)*(1-Ratio of Depth of Compression Area to Depth d)). To calculate Compressive Stress in Extreme Concrete Surface, you need Ratio of Depth of Compression Area to Depth d (k), Tensile Stress in Steel (fs) and Modular Ratio (n). With our tool, you need to enter the respective value for Ratio of Depth of Compression Area to Depth d, Tensile Stress in Steel and Modular Ratio 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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