Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 400+ more calculators!
Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
Mridul Sharma has verified this Calculator and 200+ more calculators!

7 Other formulas that you can solve using the same Inputs

Steel Yield Strength for milled surface when allowable Bearing Stress for d > 635 mm is Given
yield strength of steel=(20*Allowable Bearing Stresses on Pins/3.0*(Diameter ^0.5))+13 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
Steel Yield Strength for milled surface when allowable Bearing Stress for d < 635 mm is Given
yield strength of steel=(20*Allowable Bearing Stresses on Pins/0.6*Diameter )+13 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
Steel yield strength on Pins not subject to rotation for Bridges for LFD when Pin Stresses is Given
yield strength of steel=Allowable Bearing Stresses on Pins/0.8 GO
Steel yield strength on Pins subject to rotation for Bridges for LFD when Pin Stresses is Given
yield strength of steel=Allowable Bearing Stresses on Pins/0.4 GO
Steel yield strength on Pins for Buildings for LFD when Allowable Bearing Stresses is Given
yield strength of steel=Allowable Bearing Stresses on Pins/0.9 GO

4 Other formulas that calculate the same Output

Strength of Bolt in Tension
Tensile strength=(pi/4)*(Core Diameter^2)*(Tensile Yield Strength/Factor of safety) GO
Strength of Butt Joint
Tensile strength=Tensile force on plates/(Throat thickness*Length of weld) GO
Tensile strength from Brinell hardness
Tensile strength=(3.45/9.8067)*Brinell Hardness GO
Tensile Strength of the Connected Part when Allowable Bearing Stress is given
Tensile strength=Allowable bearing stress/1.2 GO

Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given Formula

Tensile strength=Allowable Bearing Stresses on Pins/1.35
TS=F<sub>up</sub>/1.35
More formulas
Shear Capacity for Flexural Members GO
Shear Capacity for Girders with Transverse Stiffeners GO
Allowable Stress when Slenderness Ratio is Less than Cc GO
Allowable Stress when Slenderness Ratio is Equal to or Greater than Cc GO
Maximum Strength for Compression Members GO
Column Gross Effective Area when Maximum Strength is Given GO
Buckling Stress when Maximum Strength is Given GO
Q Factor GO
Steel Yield Strength when Q Factor is Given GO
Buckling Stress when Q Factor is Greater Than 1 GO
Buckling Stress when Q Factor is Less Than or Equal to 1 GO
Steel Yield Strength when Buckling Stress for Q Factor Less Than or Equal to 1 is Given GO
Steel Yield Strength when Buckling Stress for Q Factor Greater Than 1 is Given GO
Allowable Unit Load for Bridges using Structural Carbon Steel GO
Ultimate Unit Load for Bridges using Structural Carbon Steel GO
Allowable Unit Stress in Bending GO
Steel Yield Strength when Allowable Unit Stress in Bending is Given GO
Moment Gradient Factor when Smaller and Larger Beam End Moment is Given GO
Minimum Moment of Inertia of a Transverse Stiffener GO
Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given GO
Web Thickness when Minimum Moment of Inertia of a Transverse Stiffener is Given GO
Gross Cross-Sectional Area of Intermediate Stiffeners GO
Multiplier for allowable stress when flange bending stress does not exceed the allowable stress GO
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 subject to rotation for Bridges 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
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
Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d > 635 mm GO
Allowable Bearing Stress for high strength bolts GO
Number of Connectors in Bridges GO
Force in Slab when Number of Connectors in Bridges is Given GO
Reduction Factor when Number of Connectors in Bridges is Given GO
Ultimate Shear Connector Strength when Number of Connectors in Bridges is Given GO
Force in Slab when Total Area of Steel Section is Given GO
Total Area of Steel Section when Force in Slab is Given GO
Steel Yield Strength when Total Area of Steel Section is Given GO
Force in Slab when Effective Concrete Area is Given GO
Effective Concrete Area when Force in Slab is Given GO
28-day Compressive Strength of Concrete when Force in Slab is Given GO
Minimum Number of Connectors for Bridges GO
Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given GO
Force in Slab at Maximum Negative Moments when Minimum Number of Connectors for Bridges is Given GO
Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given GO
Reduction Factor when Minimum Number of Connectors in Bridges is Given GO
Ultimate Shear Connector Strength when Minimum Number of Connectors in Bridges is Given GO
Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given GO
Reinforcing Steel Yield Strength when Force in Slab at Maximum Negative Moments is Given GO
Allowable Shear stress in Bridges GO
Steel Yield Strength when Allowable Shear stress for Flexural Members in Bridges GO
Shear Buckling Coefficient when Allowable Shear stress for Flexural Members in Bridges is Given GO
Natural frequency of each Cable GO
Span of Cable when Natural frequency of each Cable is Given GO
Cable Tension when Natural frequency of each Cable is Given GO
Fundamental Vibration Mode when Natural frequency of Each Cable is Given GO
Runoff Rate of Rainwater from a bridge during a Rainstorm GO
Average Rainfall Intensity when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given GO
Drainage Area when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given GO
Runoff Coefficient when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given GO
Deck Width for handling the Rainwater Runoff to the Drain Scuppers GO
Shoulder Width when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given GO
Traffic Lane when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given GO

What is Tensile Strength of Bolts ?

Tensile Strength of bolts is the maximum load in tension (pulling apart) which a material can withstand before breaking or fracturing, whereas yield Strength is the maximum load at which a material exhibits a specific permanent deformation.

How to Calculate Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given?

Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given calculator uses Tensile strength=Allowable Bearing Stresses on Pins/1.35 to calculate the Tensile strength, The Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given formula is defined as strength against failure in tension mode applied on bolts. Tensile strength and is denoted by TS symbol.

How to calculate Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given using this online calculator? To use this online calculator for Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given, enter Allowable Bearing Stresses on Pins (Fup) and hit the calculate button. Here is how the Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given calculation can be explained with given input values -> 0.740741 = 1000000/1.35.

FAQ

What is Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given?
The Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given formula is defined as strength against failure in tension mode applied on bolts and is represented as TS=Fup/1.35 or Tensile strength=Allowable Bearing Stresses on Pins/1.35. Allowable Bearing Stresses on Pins is the working stress on pins.
How to calculate Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given?
The Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given formula is defined as strength against failure in tension mode applied on bolts is calculated using Tensile strength=Allowable Bearing Stresses on Pins/1.35. To calculate Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given, you need Allowable Bearing Stresses on Pins (Fup). With our tool, you need to enter the respective value for Allowable Bearing Stresses on Pins 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 Tensile strength?
In this formula, Tensile strength uses Allowable Bearing Stresses on Pins. We can use 4 other way(s) to calculate the same, which is/are as follows -
  • Tensile strength=(3.45/9.8067)*Brinell Hardness
  • Tensile strength=Tensile force on plates/(Throat thickness*Length of weld)
  • Tensile strength=(pi/4)*(Core Diameter^2)*(Tensile Yield Strength/Factor of safety)
  • Tensile strength=Allowable bearing stress/1.2
Share Image
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!