Maximum Shear Stress given Load Carried by Parallel Fillet Weld Solution

STEP 0: Pre-Calculation Summary
Formula Used
Shear Stress = Load on weld/(1.414*Length of Parallel Fillet Weld*Thickness of Plate)
𝜏 = W/(1.414*Lparallel*tplate)
This formula uses 4 Variables
Variables Used
Shear Stress - (Measured in Pascal) - Shear Stress is force tending to cause deformation of a material by slippage along a plane or planes parallel to the imposed stress.
Load on weld - (Measured in Newton) - Load on weld is the instantaneous load applied perpendicular to the specimen cross section.
Length of Parallel Fillet Weld - (Measured in Meter) - Length of Parallel Fillet Weld is the distance between two consecutive end of welds.
Thickness of Plate - (Measured in Meter) - The thickness of plate is the state or quality of being thick. The measure of the smallest dimension of a solid figure: a board of two-inch thickness.
STEP 1: Convert Input(s) to Base Unit
Load on weld: 9 Kilonewton --> 9000 Newton (Check conversion here)
Length of Parallel Fillet Weld: 200 Millimeter --> 0.2 Meter (Check conversion here)
Thickness of Plate: 12 Millimeter --> 0.012 Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
𝜏 = W/(1.414*Lparallel*tplate) --> 9000/(1.414*0.2*0.012)
Evaluating ... ...
𝜏 = 2652050.91937765
STEP 3: Convert Result to Output's Unit
2652050.91937765 Pascal -->2.65205091937765 Megapascal (Check conversion here)
FINAL ANSWER
2.65205091937765 2.652051 Megapascal <-- Shear Stress
(Calculation completed in 00.020 seconds)

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14 Analysis of Compound Weld Calculators

Length of Single Fillet Lap Weld given Total Load Carried by Plates in Compound Weld
Go Length of Single Fillet Lap Weld = (Load on weld-1.414*Shear Stress*Length of Parallel Fillet Weld*Thickness of Plate)/(0.707*Tensile Stress*Thickness of Plate)
Length of Parallel Fillet Weld given Total Load Carried by Plates in Compound Weld
Go Length of Parallel Fillet Weld = (Load on weld-0.707*Tensile Stress*Length of Single Fillet Lap Weld*Thickness of Plate)/(1.414*Shear Stress*Thickness of Plate)
Allowable Tensile Stress given Total Load Carried by Plates in Compound Weld
Go Tensile Stress = (Load on weld-1.414*Shear Stress*Length of Parallel Fillet Weld*Thickness of Plate)/(0.707*Length of Single Fillet Lap Weld*Thickness of Plate)
Maximum Shear Stress given Total Load Carried by Plates in Compound Weld
Go Shear Stress = (Load on weld-0.707*Tensile Stress*Length of Single Fillet Lap Weld*Thickness of Plate)/(1.414*Length of Parallel Fillet Weld*Thickness of Plate)
Total Load Carried by Plates in Compound Weld
Go Load on weld = 1.414*Shear Stress*Length of Parallel Fillet Weld*Thickness of Plate+0.707*Tensile Stress*Length of Single Fillet Lap Weld*Thickness of Plate
Thickness of Plates given Total Load Carried by Plates in Compound Weld
Go Thickness of Plate = Load on weld/(1.414*Shear Stress*Length of Parallel Fillet Weld+0.707*Tensile Stress*Length of Single Fillet Lap Weld)
Length of Single Fillet Lap Weld given Load Carried by Single Fillet Lap Weld
Go Length of Single Fillet Lap Weld = Load on weld/(0.707*Tensile Stress*Thickness of Plate)
Allowable Tensile Stress given Load Carried by Single Fillet Lap Weld
Go Tensile Stress = Load on weld/(0.707*Length of Single Fillet Lap Weld*Thickness of Plate)
Thickness of Plates given Load Carried by Single Fillet Lap Weld
Go Thickness of Plate = Load on weld/(0.707*Tensile Stress*Length of Single Fillet Lap Weld)
Load Carried by Single Fillet Lap Weld
Go Load on weld = 0.707*Tensile Stress*Length of Single Fillet Lap Weld*Thickness of Plate
Length of Parallel Fillet Weld given Load Carried by Parallel Fillet Weld
Go Length of Parallel Fillet Weld = Load on weld/(1.414*Shear Stress*Thickness of Plate)
Maximum Shear Stress given Load Carried by Parallel Fillet Weld
Go Shear Stress = Load on weld/(1.414*Length of Parallel Fillet Weld*Thickness of Plate)
Thickness of Plates given Load Carried by Parallel Fillet Weld
Go Thickness of Plate = Load on weld/(1.414*Shear Stress*Length of Parallel Fillet Weld)
Load Carried by Parallel Fillet Weld
Go Load on weld = 1.414*Shear Stress*Length of Parallel Fillet Weld*Thickness of Plate

Maximum Shear Stress given Load Carried by Parallel Fillet Weld Formula

Shear Stress = Load on weld/(1.414*Length of Parallel Fillet Weld*Thickness of Plate)
𝜏 = W/(1.414*Lparallel*tplate)

What do you mean by maximum shear stress theory?

The maximum shear stress theory states that the failure or yielding of a ductile material will occur when the maximum shear stress of the material equals or exceeds the shear stress value at the yield point in the uniaxial tensile test.

How to Calculate Maximum Shear Stress given Load Carried by Parallel Fillet Weld?

Maximum Shear Stress given Load Carried by Parallel Fillet Weld calculator uses Shear Stress = Load on weld/(1.414*Length of Parallel Fillet Weld*Thickness of Plate) to calculate the Shear Stress, Maximum shear stress given load carried by parallel fillet weld is defined as the maximum concentrated shear force in a small area. It is very critical for a structural engineer to locate and evaluate the maximum shear stress in a member in order to design the member in such a way as to resist it. Shear Stress is denoted by 𝜏 symbol.

How to calculate Maximum Shear Stress given Load Carried by Parallel Fillet Weld using this online calculator? To use this online calculator for Maximum Shear Stress given Load Carried by Parallel Fillet Weld, enter Load on weld (W), Length of Parallel Fillet Weld (Lparallel) & Thickness of Plate (tplate) and hit the calculate button. Here is how the Maximum Shear Stress given Load Carried by Parallel Fillet Weld calculation can be explained with given input values -> 1.1E-6 = 9000/(1.414*0.2*0.012).

FAQ

What is Maximum Shear Stress given Load Carried by Parallel Fillet Weld?
Maximum shear stress given load carried by parallel fillet weld is defined as the maximum concentrated shear force in a small area. It is very critical for a structural engineer to locate and evaluate the maximum shear stress in a member in order to design the member in such a way as to resist it and is represented as 𝜏 = W/(1.414*Lparallel*tplate) or Shear Stress = Load on weld/(1.414*Length of Parallel Fillet Weld*Thickness of Plate). Load on weld is the instantaneous load applied perpendicular to the specimen cross section, Length of Parallel Fillet Weld is the distance between two consecutive end of welds & The thickness of plate is the state or quality of being thick. The measure of the smallest dimension of a solid figure: a board of two-inch thickness.
How to calculate Maximum Shear Stress given Load Carried by Parallel Fillet Weld?
Maximum shear stress given load carried by parallel fillet weld is defined as the maximum concentrated shear force in a small area. It is very critical for a structural engineer to locate and evaluate the maximum shear stress in a member in order to design the member in such a way as to resist it is calculated using Shear Stress = Load on weld/(1.414*Length of Parallel Fillet Weld*Thickness of Plate). To calculate Maximum Shear Stress given Load Carried by Parallel Fillet Weld, you need Load on weld (W), Length of Parallel Fillet Weld (Lparallel) & Thickness of Plate (tplate). With our tool, you need to enter the respective value for Load on weld, Length of Parallel Fillet Weld & Thickness of Plate 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 Shear Stress?
In this formula, Shear Stress uses Load on weld, Length of Parallel Fillet Weld & Thickness of Plate. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Shear Stress = (Load on weld-0.707*Tensile Stress*Length of Single Fillet Lap Weld*Thickness of Plate)/(1.414*Length of Parallel Fillet Weld*Thickness of Plate)
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