Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
Rudrani Tidke has created this Calculator and 100+ more calculators!
Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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9 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
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
Ultimate Strength for Short, Square Members when Controlled by Tension
Axial Load Capacity=0.85*Width of compression face*Depth of column*28 Day Compressive Strength of Concrete*Capacity reduction factor*((sqrt((((Eccentricity/Depth of column)-0.5)^2)+(0.67*(Diameter of reinforcement/Depth of column)*Area ratio of gross area to steel area*Force ratio of strengths of reinforcements)))-((Eccentricity/Depth of column)-0.5)) GO
Ultimate Strength for Short, Circular Members when Governed by Compression
Axial Load Capacity=Capacity reduction factor*((Area of steel reinforcement*Yield strength of reinforcing steel/((3*Eccentricity/Diameter of reinforcement)+1))+(Gross area*28 Day Compressive Strength of Concrete/(9.6*Diameter at eccentricity/((0.8*Overall diameter of section+0.67*Diameter of reinforcement)^2)+1.18))) GO
Maximum Permissible Eccentricity for Tied Columns
Maximum permissible eccentricity=(0.67*Area ratio of cross sectional area to gross area*Force ratio of strengths of reinforcements*Diameter +0.17)*Distance from Compression to Tensile Reinforcement GO
Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given
Diameter =(Maximum permissible eccentricity-0.14*Overall depth of column)/(0.43*Area ratio of cross sectional area to gross area*Force ratio of strengths of reinforcements) GO
Column Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given
Overall depth of column=(Maximum permissible eccentricity-0.43*Area ratio of cross sectional area to gross area*Force ratio of strengths of reinforcements*Diameter )/0.14 GO
Maximum Permissible Eccentricity for Spiral Columns
Maximum permissible eccentricity=0.43*Area ratio of cross sectional area to gross area*Force ratio of strengths of reinforcements*Diameter +0.14*Overall depth of column GO

Eccentricity for Balanced Condition for Short, Circular Members Formula

Eccentricity wrt plastic load=(0.24-0.39*Area ratio of gross area to steel area*Force ratio of strengths of reinforcements)*Overall diameter of section
e<sub>b</sub>=(0.24-0.39*Rho'*m)*D
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 Load and Eccentricity 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
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

What happens when eccentricity is 0?

If the eccentricity is zero, the curve is a circle; if equal to one, a parabola; if less than one, an ellipse; and if greater than one, a hyperbola.

How to Calculate Eccentricity for Balanced Condition for Short, Circular Members?

Eccentricity for Balanced Condition for Short, Circular Members calculator uses Eccentricity wrt plastic load=(0.24-0.39*Area ratio of gross area to steel area*Force ratio of strengths of reinforcements)*Overall diameter of section to calculate the Eccentricity wrt plastic load, The Eccentricity for Balanced Condition for Short, Circular Members formula is defined as the eccentricity, of the axial load with respect to the plastic centroid and is the distance, from plastic centroid to centroid of tension reinforcement. Eccentricity wrt plastic load and is denoted by eb symbol.

How to calculate Eccentricity for Balanced Condition for Short, Circular Members using this online calculator? To use this online calculator for Eccentricity for Balanced Condition for Short, Circular Members, enter Area ratio of gross area to steel area (Rho'), Force ratio of strengths of reinforcements (m) and Overall diameter of section (D) and hit the calculate button. Here is how the Eccentricity for Balanced Condition for Short, Circular Members calculation can be explained with given input values -> -0.555 = (0.24-0.39*0.9*1)*5.

FAQ

What is Eccentricity for Balanced Condition for Short, Circular Members?
The Eccentricity for Balanced Condition for Short, Circular Members formula is defined as the eccentricity, of the axial load with respect to the plastic centroid and is the distance, from plastic centroid to centroid of tension reinforcement and is represented as eb=(0.24-0.39*Rho'*m)*D or Eccentricity wrt plastic load=(0.24-0.39*Area ratio of gross area to steel area*Force ratio of strengths of reinforcements)*Overall diameter of section. Area ratio of gross area to steel area is the ratio of gross area of steel and area of steel reinforcement, Force ratio of strengths of reinforcements is the ratio of yield strength of reinforcing steel to 0.85 times 28 day compressive strength of concrete and Overall diameter of section is the section without any load.
How to calculate Eccentricity for Balanced Condition for Short, Circular Members?
The Eccentricity for Balanced Condition for Short, Circular Members formula is defined as the eccentricity, of the axial load with respect to the plastic centroid and is the distance, from plastic centroid to centroid of tension reinforcement is calculated using Eccentricity wrt plastic load=(0.24-0.39*Area ratio of gross area to steel area*Force ratio of strengths of reinforcements)*Overall diameter of section. To calculate Eccentricity for Balanced Condition for Short, Circular Members, you need Area ratio of gross area to steel area (Rho'), Force ratio of strengths of reinforcements (m) and Overall diameter of section (D). With our tool, you need to enter the respective value for Area ratio of gross area to steel area, Force ratio of strengths of reinforcements and Overall diameter of section 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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