Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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M Naveen
National Institute of Technology (NIT), Warangal
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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

5 Other formulas that calculate the same Output

Allowable Bearing Stress for expansion rollers and rockers where diameter is from 635 mm to 3175 mm
Allowable Bearing Stresses on Pins=3*(Diameter ^(0.5))*(yield strength of steel-13)/20 GO
Allowable Bearing Stress for expansion rollers and rockers where diameter is up to 635 mm
Allowable Bearing Stresses on Pins=0.6*Diameter *(yield strength of steel-13)/20 GO
Allowable Bearing Stresses on Pins not subject to rotation for Bridges for LFD
Allowable Bearing Stresses on Pins=0.8*yield strength of steel GO
Allowable Bearing Stresses on Pins for Buildings for LFD
Allowable Bearing Stresses on Pins=0.9*yield strength of steel GO
Allowable Bearing Stress for high strength bolts
Allowable Bearing Stresses on Pins=1.35*Tensile strength GO

Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD Formula

Allowable Bearing Stresses on Pins=0.4*yield strength of steel
F<sub>up</sub>=0.4*f<sub>y</sub>
More formulas
Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges GO
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges GO
Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges GO
Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges GO
Minimum Web Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges GO
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges GO
Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges GO
Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges GO
Ultimate Moment Capacity for Symmetrical Flexural Sections for LFD of Bridges GO
Steel yield strength for Compact Section for LFD when Maximum Bending Moment is Given GO
Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given GO
Steel yield strength for Braced Non-Compact Section for LFD when Minimum Flange Thickness is Given GO
Steel yield strength for Compact Section for LFD when Minimum Flange Thickness is Given GO
Steel yield strength for Compact Section for LFD when Minimum Web Thickness is Given GO
Steel yield strength for Compact Section for LFD when Maximum Unbraced Length is Given GO
Steel yield strength for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given GO
Plastic Section Modulus for Compact Section for LFD when Maximum Bending Moment is Given GO
Section Modulus for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given GO
Width of Projection of Flange for Braced Non-Compact Section when Maximum Bending Moment is Given GO
Width of Projection of Flange for Compact Section for LFD when Minimum Flange Thickness is Given GO
Depth of Section for Compact Section for LFD when Minimum Web Thickness is Given GO
Unsupported length for Braced Non-Compact Section for LFD when Minimum Web Thickness is Given GO
Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given GO
Area of Flange for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given GO
Smaller Moment of unbraced length for Compact Section for LFD when Maximum Unbraced Length is Given GO
Ultimate Moment of unbraced length for Compact Section when Maximum Unbraced Length is Given GO
Allowable Bearing Stresses on Pins for Buildings for LFD GO
Allowable Bearing Stresses on Pins not subject to rotation for Bridges for LFD GO
Steel yield strength on Pins for Buildings for LFD when Allowable Bearing Stresses is Given GO
Steel yield strength on Pins subject to rotation for Bridges for LFD when Pin Stresses is Given GO
Steel yield strength on Pins not subject to rotation for Bridges for LFD when Pin Stresses is Given GO

What is Allowable Bearing Stress ?

Allowable bearing stress is a value based on an arbitrary amount of deformation of a body subjected to a bearing pressure. The bearing stress criteria for aluminum alloys, if applied to heat-treated steel, would permit allowable stresses as much as 50 per cent greater than those used at present for steel.

How to Calculate Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD?

Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD calculator uses Allowable Bearing Stresses on Pins=0.4*yield strength of steel to calculate the Allowable Bearing Stresses on Pins, The Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD formula is defined as the maximum working load for the member to sustain. Allowable Bearing Stresses on Pins and is denoted by Fup symbol.

How to calculate Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD using this online calculator? To use this online calculator for Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD, enter yield strength of steel (fy) and hit the calculate button. Here is how the Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD calculation can be explained with given input values -> 0.8 = 0.4*2000000.

FAQ

What is Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD?
The Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD formula is defined as the maximum working load for the member to sustain and is represented as Fup=0.4*fy or Allowable Bearing Stresses on Pins=0.4*yield strength of steel. yield strength of steel is the level of stress that corresponds to the yield point.
How to calculate Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD?
The Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD formula is defined as the maximum working load for the member to sustain is calculated using Allowable Bearing Stresses on Pins=0.4*yield strength of steel. To calculate Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD, you need yield strength of steel (fy). With our tool, you need to enter the respective value for 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 Allowable Bearing Stresses on Pins?
In this formula, Allowable Bearing Stresses on Pins uses yield strength of steel. We can use 5 other way(s) to calculate the same, which is/are as follows -
  • Allowable Bearing Stresses on Pins=0.9*yield strength of steel
  • Allowable Bearing Stresses on Pins=0.8*yield strength of steel
  • Allowable Bearing Stresses on Pins=0.6*Diameter *(yield strength of steel-13)/20
  • Allowable Bearing Stresses on Pins=3*(Diameter ^(0.5))*(yield strength of steel-13)/20
  • Allowable Bearing Stresses on Pins=1.35*Tensile strength
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