Distance from Extreme Compression Surface to Neutral Axis Calculator

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✖Modular Ratio is defined as the Ratio between Modulus of Elasticity of Steel and Modulus of Elasticity of Concrete.ⓘ Modular Ratio [n]			+10% -10%
✖area tensile steel is the area of tensile steelⓘ area tensile steel [A_s]			+10% -10%
✖distance to centroid of tensile steelⓘ distance to centroid of tensile steel [d]			+10% -10%
✖width of beam is the measure of beam width.ⓘ width of beam [b]			+10% -10%
✖Flange Thickness is the thickness of flange in a protruded ridge, lip or rim, either external or internal of a beam such as an I-beam or a T-beam.ⓘ Flange Thickness [t]			+10% -10%

✖distance to neutral axis is distance from extreme compression surface to neutral axis.ⓘ Distance from Extreme Compression Surface to Neutral Axis [kd]

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Distance from Extreme Compression Surface to Neutral Axis

Mridul Sharma

Indian Institute of Information Technology (IIIT), Bhopal

Mridul Sharma has created this Calculator and 100+ more calculators!

Rudrani Tidke

Cummins College of Engineering for Women (CCEW), Pune

Rudrani Tidke has verified this Calculator and 50+ more calculators!

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

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

Stress in Extreme Compression Surface when Moment Resistance is Given

stress in extreme compression surface=2*Moment Resistance in Compression/((value of j*width of beam*(distance to centroid of tensile steel^2))*(value of k+2*value of n*value of rho dash)*(1-(distance to centroid of compressive steel/(value of k*distance to centroid of tensile steel)))) GO

Moment Resistance in Compression

Moment Resistance in Compression=0.5*( stress in extreme compression surface*value of j*width of beam*(distance to centroid of tensile steel^2))*(value of k+2*value of n*value of rho dash*(1-(distance to centroid of compressive steel/(value of k*distance to centroid of tensile steel)))) GO

Moment Resisting Capacity of Concrete

Moment Resistance of Concrete=(( stress in extreme compression surface*value of k*width of beam*distance to centroid of tensile steel)/2)*(distance to centroid of tensile steel-(value of k*distance to centroid of tensile steel)/3) GO

Maximum Ultimate Moment when Neutral Axis Lies in Web

Maximum Ultimate Moment=0.9*((area tensile steel-tensile steel area for strength)*yield strength of steel*(Depth-depth of equivalent rcsd/2)+tensile steel area for strength*yield strength of steel*(Depth-Flange Thickness/2)) GO

Compressive Stress in Extreme Concrete Surface

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)) GO

Moment Resisting Capacity of Compressive Steel when Stress and Area are Given

moment resistance compressive steel=2* stress in compressive steel*area compressive steel*(distance to centroid of tensile steel-distance to centroid of compressive steel) GO

Total Compressive Force when Concrete Stress is Given

total compressive force=stress in concrete*(2*distance to neutral axis-Flange Thickness)*(width of beam*Flange Thickness)/(2*distance to neutral axis) GO

Equivalent Rectangular Compressive Stress Distribution Depth

depth of equivalent rcsd=(area tensile steel-tensile steel area for strength)*yield strength of steel/(0.85*strength of concrete*Width of beam web) 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

Distance from Extreme Compression Surface to Neutral Axis Formula

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)
kd=(2*n*A<sub>s</sub>*d+b*(t^2))/(2*n*A<sub>s</sub>+2*b*t)

More formulas

Total Compressive Force when Concrete Stress is Given GO

Total Compressive Force when Area and Tensile Steel Stress is Given GO

Moment Resistance of Steel GO

Moment Resistance of Concrete when Compressive Force is Given GO

Moment Resistance of Concrete when Stress in Concrete is Given GO

Moment Resistance of Concrete when Flange Thickness is Given GO

Moment Resistance of Steel when Flange Thickness is Given GO

What is a flange?

A flange is a method of connecting pipes, valves, pumps and other equipment to form a piping system. It also provides easy access for cleaning, inspection or modification. Flanges are usually welded or screwed. Flanged joints are made by bolting together two flanges with a gasket between them to provide a seal.

How to Calculate Distance from Extreme Compression Surface to Neutral Axis?

Distance from Extreme Compression Surface to Neutral Axis calculator uses 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) to calculate the distance to neutral axis, The Distance from Extreme Compression Surface to Neutral Axis formula calculates the distance between the neutral axis and the extreme surface of compression. distance to neutral axis and is denoted by kd symbol.

How to calculate Distance from Extreme Compression Surface to Neutral Axis using this online calculator? To use this online calculator for Distance from Extreme Compression Surface to Neutral Axis, enter Modular Ratio (n), area tensile steel (A_s), distance to centroid of tensile steel (d), width of beam (b) and Flange Thickness (t) and hit the calculate button. Here is how the Distance from Extreme Compression Surface to Neutral Axis calculation can be explained with given input values -> 45.90909 = (2*10*1E-06*0.005+0.001*(0.1^2))/(2*10*1E-06+2*0.001*0.1).

FAQ

What is Distance from Extreme Compression Surface to Neutral Axis?

The Distance from Extreme Compression Surface to Neutral Axis formula calculates the distance between the neutral axis and the extreme surface of compression and is represented as kd=(2*n*A_s*d+b*(t^2))/(2*n*A_s+2*b*t) or 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). Modular Ratio is defined as the Ratio between Modulus of Elasticity of Steel and Modulus of Elasticity of Concrete, area tensile steel is the area of tensile steel, distance to centroid of tensile steel, width of beam is the measure of beam width and Flange Thickness is the thickness of flange in a protruded ridge, lip or rim, either external or internal of a beam such as an I-beam or a T-beam.

How to calculate Distance from Extreme Compression Surface to Neutral Axis?

The Distance from Extreme Compression Surface to Neutral Axis formula calculates the distance between the neutral axis and the extreme surface of compression is calculated using 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). To calculate Distance from Extreme Compression Surface to Neutral Axis, you need Modular Ratio (n), area tensile steel (A_s), distance to centroid of tensile steel (d), width of beam (b) and Flange Thickness (t). With our tool, you need to enter the respective value for Modular Ratio, area tensile steel, distance to centroid of tensile steel, width of beam and Flange Thickness 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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