Allowable Bearing Stress on Projected Area of Fasteners Solution

STEP 0: Pre-Calculation Summary
Formula Used
Allowable Bearing Stress = 1.2*Tensile Strength MPA
Fp = 1.2*TS
This formula uses 2 Variables
Variables Used
Allowable Bearing Stress - (Measured in Megapascal) - Allowable Bearing Stress is the maximum bearing stress that can be applied to a material or a structural element without causing failure.
Tensile Strength MPA - (Measured in Megapascal) - Tensile Strength MPA is the stress at the maximum on the engineering stress-strain curve in Megapascal.
STEP 1: Convert Input(s) to Base Unit
Tensile Strength MPA: 8.2 Megapascal --> 8.2 Megapascal No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Fp = 1.2*TS --> 1.2*8.2
Evaluating ... ...
Fp = 9.84
STEP 3: Convert Result to Output's Unit
9840000 Pascal -->9.84 Megapascal (Check conversion here)
FINAL ANSWER
9.84 Megapascal <-- Allowable Bearing Stress
(Calculation completed in 00.004 seconds)

Credits

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National Institute of Technology (NIT), Warangal
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12 Design of Stiffeners under Loads Calculators

Distance between Outer Face of Column Flange and Web Toe given Cross-Sectional Area
Go Distance Between Flange and Web = (((Computed Force-(Cross Sectional Plate Area*Stiffener Yield Stress))/(Column Yield Stress*Column Web Thickness))-Flange Thickness)/5
Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners
Go Column Web Thickness = (Computed Force-(Cross Sectional Plate Area*Stiffener Yield Stress))/(Column Yield Stress*(Flange Thickness+5*Distance Between Flange and Web))
Column Yield Stress given Cross-Sectional Area of Column Web Stiffeners
Go Column Yield Stress = (Computed Force-(Cross Sectional Plate Area*Stiffener Yield Stress))/(Column Web Thickness*(Flange Thickness+5*Distance Between Flange and Web))
Computed Load given Cross-Sectional Area of Column Web Stiffeners
Go Computed Force = (Cross Sectional Plate Area*Stiffener Yield Stress)+(Column Yield Stress*Column Web Thickness*(Flange Thickness+5*Distance Between Flange and Web))
Stiffener Yield Stress given Cross Sectional Area of Column Web Stiffeners
Go Stiffener Yield Stress = (Computed Force-Column Yield Stress*Column Web Thickness*(Flange Thickness+5*Distance Between Flange and Web))/Cross Sectional Plate Area
Cross sectional area of Column Web Stiffeners
Go Cross Sectional Plate Area = (Computed Force-Column Yield Stress*Column Web Thickness*(Flange Thickness+5*Distance Between Flange and Web))/Stiffener Yield Stress
Thickness of Column Web given Column Web Depth Clear of Fillets
Go Column Web Thickness = ((Web Depth*Computed Force)/(4100*sqrt(Column Yield Stress)))^(1/3)
Computed Force for Column-Web Depth of Fillets
Go Computed Force = (4100*Column Web Thickness^3*sqrt(Column Yield Stress))/Web Depth
Column-Web Depth Clear of Fillets
Go Web Depth = (4100*Column Web Thickness^3*sqrt(Column Yield Stress))/Computed Force
Thickness of Column Flange
Go Flange Thickness = 0.4*sqrt(Computed Force/Column Yield Stress)
Tensile Strength of Connected Part using Allowable Bearing Stress
Go Tensile Strength MPA = Allowable Bearing Stress/1.2
Allowable Bearing Stress on Projected Area of Fasteners
Go Allowable Bearing Stress = 1.2*Tensile Strength MPA

Allowable Bearing Stress on Projected Area of Fasteners Formula

Allowable Bearing Stress = 1.2*Tensile Strength MPA
Fp = 1.2*TS

What is Computed Force?

The Computed Force is defined as the force delivered by a flange of the moment connection plate when the stiffeners are under load.

What is Allowable Bearing Stress?

The Allowable Bearing Stress is defined as the maximum load that the footing can support without failure with appropriate factors of safety.

How to Calculate Allowable Bearing Stress on Projected Area of Fasteners?

Allowable Bearing Stress on Projected Area of Fasteners calculator uses Allowable Bearing Stress = 1.2*Tensile Strength MPA to calculate the Allowable Bearing Stress, The Allowable Bearing Stress on Projected Area of Fasteners formula is defined as the maximum load that the footing can support without failure with appropriate factors of safety. Allowable Bearing Stress is denoted by Fp symbol.

How to calculate Allowable Bearing Stress on Projected Area of Fasteners using this online calculator? To use this online calculator for Allowable Bearing Stress on Projected Area of Fasteners, enter Tensile Strength MPA (TS) and hit the calculate button. Here is how the Allowable Bearing Stress on Projected Area of Fasteners calculation can be explained with given input values -> 9.8E-6 = 1.2*8200000.

FAQ

What is Allowable Bearing Stress on Projected Area of Fasteners?
The Allowable Bearing Stress on Projected Area of Fasteners formula is defined as the maximum load that the footing can support without failure with appropriate factors of safety and is represented as Fp = 1.2*TS or Allowable Bearing Stress = 1.2*Tensile Strength MPA. Tensile Strength MPA is the stress at the maximum on the engineering stress-strain curve in Megapascal.
How to calculate Allowable Bearing Stress on Projected Area of Fasteners?
The Allowable Bearing Stress on Projected Area of Fasteners formula is defined as the maximum load that the footing can support without failure with appropriate factors of safety is calculated using Allowable Bearing Stress = 1.2*Tensile Strength MPA. To calculate Allowable Bearing Stress on Projected Area of Fasteners, you need Tensile Strength MPA (TS). With our tool, you need to enter the respective value for Tensile Strength MPA 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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