Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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11 Other formulas that you can solve using the same Inputs

Shear Capacity for Girders with Transverse Stiffeners
Shear Capacity for Flexural Members=0.58*yield strength of steel*Depth of Cross Section*Breadth of the web*(Shear buckling coefficient C+((1-Shear buckling coefficient C)/((1.15*(1+(Clear distance between transverse stiffeners/Height of cross section)^2)^0.5)))) 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
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
Shear Capacity for Flexural Members
Shear Capacity for Flexural Members=0.58*yield strength of steel*Height of the Section*Breadth of the web*Shear buckling coefficient C GO
Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges
Maximum Unbraced Length=((3600-2200*(Smaller Moment/Maximum Moment))*Least Radius of Gyration)/yield strength of steel GO
Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Minimum Flange Thickness=(Width of Projection of Flange/69.6)*sqrt(yield strength of steel) GO
Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Flange Thickness=(sqrt(yield strength of steel)/65)*Width of Projection of Flange GO
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Minimum Web Thickness=Depth of Section*sqrt(yield strength of steel)/608 GO
Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges
Maximum Bending Moment=yield strength of steel*Plastic Section Modulus GO
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges
Maximum Bending Moment=yield strength of steel*Section Modulus GO
Allowable Unit Stress in Bending
Allowable Unit Tensile Stress=0.55*yield strength of steel GO

11 Other formulas that calculate the same Output

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
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
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

Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm Formula

Diameter =33.33*Allowable Bearing Stresses on Pins/(yield strength of steel-13)
d=33.33*F<sub>up</sub>/(f<sub>y</sub>-13)
More formulas
Allowable Bearing Stress for expansion rollers and rockers where diameter is up to 635 mm GO
Allowable Bearing Stress for expansion rollers and rockers where diameter is from 635 mm to 3175 mm GO
Steel Yield Strength for milled surface when allowable Bearing Stress for d < 635 mm is Given GO
Steel Yield Strength for milled surface when allowable Bearing Stress for d > 635 mm is Given GO
Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d > 635 mm GO

What is Diameter of Roller or Rocker for Milled Surface ?

The Diameter of Roller or Rocker for Milled Surface is the length of the line through the center that touches two points on the edge of the component.

How to Calculate Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm?

Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm calculator uses Diameter =33.33*Allowable Bearing Stresses on Pins/(yield strength of steel-13) to calculate the Diameter , The Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm formula is defined as the dimension of the connection being made for members. Diameter and is denoted by d symbol.

How to calculate Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm using this online calculator? To use this online calculator for Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm, enter Allowable Bearing Stresses on Pins (Fup) and yield strength of steel (fy) and hit the calculate button. Here is how the Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm calculation can be explained with given input values -> 16.66511 = 33.33*1000000/(2000000-13).

FAQ

What is Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm?
The Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm formula is defined as the dimension of the connection being made for members and is represented as d=33.33*Fup/(fy-13) or Diameter =33.33*Allowable Bearing Stresses on Pins/(yield strength of steel-13). Allowable Bearing Stresses on Pins is the working stress on pins and yield strength of steel is the level of stress that corresponds to the yield point.
How to calculate Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm?
The Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm formula is defined as the dimension of the connection being made for members is calculated using Diameter =33.33*Allowable Bearing Stresses on Pins/(yield strength of steel-13). To calculate Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm, you need Allowable Bearing Stresses on Pins (Fup) and yield strength of steel (fy). With our tool, you need to enter the respective value for Allowable Bearing Stresses on Pins and yield strength of steel 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 Allowable Bearing Stresses on Pins and yield strength of steel. 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 =(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)
  • Diameter =moment/(0.12*Total area*Yield strength of reinforcing steel)
  • Diameter =(2*x coordinate of focus of parabola)/Slope of Line
  • Diameter =(6.67*Allowable Bearing Stresses on Pins/(yield strength of steel-13))^2
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