Kethavath Srinath
Osmania University (OU), Hyderabad
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Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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11 Other formulas that you can solve using the same Inputs

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
Ultimate Strength for Short, Circular Members when Controlled by Tension
Axial Load Capacity=0.85*28 Day Compressive Strength of Concrete*(Overall diameter of section^2)*Capacity reduction factor*(sqrt((((0.85*Eccentricity/Overall diameter of section)-0.38)^2)+(Area ratio of gross area to steel area*Force ratio of strengths of reinforcements*Diameter of reinforcement/(2.5*Overall diameter of section)))-((0.85*Eccentricity/Overall diameter of section)-0.38)) GO
Theoretical Maximum Stress for Secant Code Steels
Critical stress=Yield Strength/(1+((Eccentricity*End Fixity Coefficient/(Radius of gyration^2))*(sec((1/Radius of gyration)*sqrt(Concentrated load/(4*Cross sectional area*Modulus Of Elasticity)))))) GO
Maximum Stress For a Circular Cross Section
Maximum stress for a section=Axial Stress*(1+8*Eccentricity/Diameter ) GO
Maximum Stress For a Rectangular Cross Section
Maximum stress for a section=Axial Stress*(1+6*Eccentricity/Width) GO
Latus rectum of an ellipse when focal parameter is given
Latus Rectum=Focal parameter of an ellipse*Eccentricity GO
Semi-latus rectum of an ellipse when eccentricity is given
Semi-latus rectum=Semi-major axis*(1-(Eccentricity)^2) GO
Linear eccentricity of an ellipse when eccentricity and semimajor axis are given
Linear Eccentricity=(Eccentricity*Semi-major axis) GO
Linear eccentricity of ellipse when eccentricity and major axis are given
Linear Eccentricity=Eccentricity*Major axis GO
Directrix of an ellipse(a>b)
Directrix=Major axis/Eccentricity GO
Directrix of an ellipse(b>a)
Directrix=Major axis/Eccentricity GO

1 Other formulas that calculate the same Output

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

Balanced Moment when Load and Eccentricity is Given Formula

Balanced Moment=Eccentricity*Load Balanced Condition
M<sub>b=e*P<sub>b
More formulas
Column Ultimate Strength with Zero Eccentricity of Load GO
Yield Strength of Reinforcing Steel when Column Ultimate Strength is Given GO
28-day Concrete Compressive Strength when Column Ultimate Strength is Given GO
Axial-Load Capacity of Short Rectangular Members GO
Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given GO
Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given GO
Compressive Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given GO
Balanced Moment when Φ is Given GO
Ultimate Strength for Symmetrical Reinforcement GO
Ultimate Strength for No Compression Reinforcement GO
Ultimate Strength for Symmetrical Reinforcement in Single Layers GO
Ultimate Strength for Short, Circular Members when Controlled by Tension GO
Ultimate Strength for Short, Circular Members when Governed by Compression GO
Eccentricity for Balanced Condition for Short, Circular Members GO
Ultimate Strength for Short, Square Members when Governed by Compression GO
Ultimate Strength for Short, Square Members when Controlled by Tension GO
Magnified Moment when Eccentricity of Slender Columns is Given GO
Eccentricity of Slender Columns GO

Define Eccentricity?

The degree to which two forms fail to share a common center; for example, in a pipe or tube whose inside is off-center toth regard to the outside. The degree of eccentricity can be expressed by a plus or minus wall thickness tolerance.

How to Calculate Balanced Moment when Load and Eccentricity is Given?

Balanced Moment when Load and Eccentricity is Given calculator uses Balanced Moment=Eccentricity*Load Balanced Condition to calculate the Balanced Moment, The Balanced Moment when Load and Eccentricity is Given formula is defined as a turning effect of a force. Forces can make objects turn if there is a pivot. This is because the turning forces are balanced. Balanced Moment and is denoted by Mb symbol.

How to calculate Balanced Moment when Load and Eccentricity is Given using this online calculator? To use this online calculator for Balanced Moment when Load and Eccentricity is Given, enter Eccentricity (e) and Load Balanced Condition (Pb) and hit the calculate button. Here is how the Balanced Moment when Load and Eccentricity is Given calculation can be explained with given input values -> 1.019716 = 0.1*100.

FAQ

What is Balanced Moment when Load and Eccentricity is Given?
The Balanced Moment when Load and Eccentricity is Given formula is defined as a turning effect of a force. Forces can make objects turn if there is a pivot. This is because the turning forces are balanced and is represented as Mb=e*Pb or Balanced Moment=Eccentricity*Load Balanced Condition . Eccentricity of an ellipse is a non-negative real number that uniquely characterizes its shape and Load Balanced Condition is defined as the load applied in Balanced conditions.
How to calculate Balanced Moment when Load and Eccentricity is Given?
The Balanced Moment when Load and Eccentricity is Given formula is defined as a turning effect of a force. Forces can make objects turn if there is a pivot. This is because the turning forces are balanced is calculated using Balanced Moment=Eccentricity*Load Balanced Condition . To calculate Balanced Moment when Load and Eccentricity is Given, you need Eccentricity (e) and Load Balanced Condition (Pb). With our tool, you need to enter the respective value for Eccentricity and Load Balanced Condition 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 Balanced Moment?
In this formula, Balanced Moment uses Eccentricity and Load Balanced Condition . We can use 1 other way(s) to calculate the same, which is/are as follows -
  • 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))
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