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
Mridul Sharma has verified this Calculator and 200+ more calculators!

11 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
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
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
Concrete Compressive Strength when Total Allowable Axial Load is Given
Compressive strength=((Allowable Load/Gross area of column)-Allowable stress in vertical reinforcement*Area ratio of cross sectional area to gross area)/0.25 GO
Allowable Stress in Vertical Concrete Reinforcing when Total Allowable Axial Load is Given
Allowable stress in vertical reinforcement=(Allowable Load/Gross area of column-0.25*Compressive strength)/Area ratio of cross sectional area to gross area GO
Gross Cross-Sectional Area of Column when Total Allowable Axial Load is Given
Gross area of column=Allowable Load/(0.25*Compressive strength+Allowable stress in vertical reinforcement*Area ratio of cross sectional area to gross area) GO
Total Allowable Axial Load for Short Columns
Allowable Load=Gross area of column*(0.25*Compressive strength+Allowable stress in vertical reinforcement*Area ratio of cross sectional area to gross area) GO
Eccentricity for Balanced Condition for Short, Circular Members
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 GO

11 Other formulas that calculate the same Output

Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d > 635 mm
Diameter =(6.67*Allowable Bearing Stresses on Pins/(yield strength of steel-13))^2 GO
Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm
Diameter =33.33*Allowable Bearing Stresses on Pins/(yield strength of steel-13) GO
Circle Diameter when Axial Load for Spiral Columns is Given
Diameter =moment/(0.12*Total area*Yield strength of reinforcing steel) GO
Diameter bisecting chords of slope m to the parabola y2 = 4ax
Diameter =(2*x coordinate of focus of parabola)/Slope of Line GO
Diameter of a Rod Circular Fin when area of cross-section is Given
Diameter =sqrt((Cross sectional area*4)/pi) GO
Diameter of a circle when circumference is given
Diameter =Circumference of Circle/pi GO
Diameter of a circle when area is given
Diameter =2*sqrt(Area of Circle/pi) GO
Diameter of a Nugget
Diameter =6*(Thickness)^1/2 GO
Diameter of a circular cylinder of maximum convex surface area in a given circular cone
Diameter =Radius of cone GO
Diameter of a circle when radius is given
Diameter =2*Radius GO
Diameter of Sphere
Diameter =2*Radius GO

Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given Formula

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)
d=(e<sub>b</sub>-0.14*t)/(0.43*p<sub>g</sub>*m)
More formulas
Maximum Permissible Eccentricity for Spiral Columns GO
Maximum Permissible Eccentricity for Tied Columns GO
Column Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given GO
Circle Diameter when Axial Load for Spiral Columns is Given GO
Reinforcement Yield Strength when Axial Load for Spiral Columns is Given GO
Longitudinal Reinforcement Area when Axial Load for Spiral Columns is Given GO
Axial Load for Spiral Columns GO
Reinforcement Yield Strength when Axial Load for Tied Columns is Given GO
Tension Reinforcement Area when Axial Load for Tied Columns is Given GO
Axial Load for Tied Columns GO
Axial Moment at Balanced Condition GO
Axial Load at Balanced Condition GO

What does spiral mean?

Definition of spiral is the path of a point in a plane moving around a central point while continuously receding from or approaching it.

How to Calculate Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given?

Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given calculator uses 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) to calculate the Diameter , The Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given formula is defined as the length of the line through the center that touches two points on the edge of the circle of column. . Diameter and is denoted by d symbol.

How to calculate Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given using this online calculator? To use this online calculator for Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given, enter Maximum permissible eccentricity (eb), Overall depth of column (t), Area ratio of cross sectional area to gross area (pg) and Force ratio of strengths of reinforcements (m) and hit the calculate button. Here is how the Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given calculation can be explained with given input values -> 0.127907 = (1-0.14*4)/(0.43*8*1).

FAQ

What is Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given?
The Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given formula is defined as the length of the line through the center that touches two points on the edge of the circle of column. and is represented as d=(eb-0.14*t)/(0.43*pg*m) or 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). Maximum permissible eccentricity is the maximum permissible amount by which elliptical orbit deviates from a circle, Overall depth of column is the diameter of column, Area ratio of cross sectional area to gross area is the ratio of cross-sectional area of vertical reinforcing steel to gross area of column and 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.
How to calculate Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given?
The Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given formula is defined as the length of the line through the center that touches two points on the edge of the circle of column. is calculated using 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). To calculate Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given, you need Maximum permissible eccentricity (eb), Overall depth of column (t), Area ratio of cross sectional area to gross area (pg) and Force ratio of strengths of reinforcements (m). With our tool, you need to enter the respective value for Maximum permissible eccentricity, Overall depth of column, Area ratio of cross sectional area to gross area and Force ratio of strengths of reinforcements 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 Diameter ?
In this formula, Diameter uses Maximum permissible eccentricity, Overall depth of column, Area ratio of cross sectional area to gross area and Force ratio of strengths of reinforcements. We can use 11 other way(s) to calculate the same, which is/are as follows -
  • Diameter =Circumference of Circle/pi
  • Diameter =2*sqrt(Area of Circle/pi)
  • Diameter =2*Radius
  • Diameter =Radius of cone
  • Diameter =6*(Thickness)^1/2
  • Diameter =sqrt((Cross sectional area*4)/pi)
  • Diameter =2*Radius
  • Diameter =moment/(0.12*Total area*Yield strength of reinforcing steel)
  • Diameter =(2*x coordinate of focus of parabola)/Slope of Line
  • Diameter =33.33*Allowable Bearing Stresses on Pins/(yield strength of steel-13)
  • Diameter =(6.67*Allowable Bearing Stresses on Pins/(yield strength of steel-13))^2
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