Leg of the Weld When Shear Stress-induced in the Plane is Given Calculator

Category	Physics ↺
Physics	Machine Design ↺
Machine-Design	Design of Machine Elements ↺
Design-Of-Machine-Elements	Welded and Riveted Joints ↺
Welded-And-Riveted-Joints	Parallel Fillet Welds ↺

✖Force is the instantaneous load applied perpendicular to the specimen cross section.ⓘ Force [F]			+10% -10%
✖weld cut angle is the angle at which the weld is cut with the horizontalⓘ weld cut angle [θ]			+10% -10%
✖The length of weld is the linear distance of each weld segment. ⓘ Length of weld [l]			+10% -10%
✖shear stress in the plate in parallel fillet weld is the force tending to cause deformation of a material by slippage along a plane or planes parallel to the imposed stress.ⓘ shear stress in the plate in parallel fillet weld [𝜏]			+10% -10%

✖The leg of the weld are the other two sides of the triangular fillet weld.ⓘ Leg of the Weld When Shear Stress-induced in the Plane is Given [h]

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Leg of the Weld When Shear Stress-induced in the Plane is Given

Parul Keshav

National Institute of Technology (NIT), Srinagar

Parul Keshav has created this Calculator and 100+ more calculators!

Kethavath Srinath

Osmania University (OU), Hyderabad

Kethavath Srinath has verified this Calculator and 500+ more calculators!

< 11 Other formulas that you can solve using the same Inputs

Brinell Hardness Number

Brinell Hardness Number=Force/((0.5*pi*Diameter of the ball indentor)*(Diameter of the ball indentor-((Diameter of the ball indentor^2)-(Diameter of indentation^2))^0.5)) GO

Shear strength in parallel fillet weld

Shear Strength in Parallel Fillet Weld=Tensile force on plates/(0.707*Leg of the weld*Length of weld) GO

Elongation circular tapered bar

Elongation=4*Force*Length/(pi*Diameter of bigger end*Diameter of smaller end *Elastic Modulus) GO

Permissible tensile strength for double transverse fillet joint

Permissible tensile strength=Tensile force on plates/(1.414*Length of weld*Leg of the weld) GO

Strength of Butt Joint

Tensile strength=Tensile force on plates/(Throat thickness*Length of weld) GO

Shear Stress for long fillet weld subjected to torsion

Shear Stress=3*Torque acting on rod/(Throat thickness*(Length of weld^2)) GO

Elongation of prismatic bar due to its own weight

Elongation=2*Force*Length of Rod/(Area*Elastic Modulus) GO

Engineering stress

Engineering stress=Force/Original cross sectional area GO

Hooke's law

Young's Modulus=Force*Elongation/(Area*Initial length) GO

Axial elongation of prismatic bar due to external load

Elongation=Force*Length of Rod/(Area*Elastic Modulus) GO

Strain Energy if applied tension load is given

Strain Energy=Force^2*Length/(2*Area*Young's Modulus) GO

< 4 Other formulas that calculate the same Output

Leg of the Weld When Shear Stress-induced in the Plane is Given

Leg of the weld=Force*sin(weld cut angle*pi/180)*(sin(weld cut angle*pi/180)+cos(weld cut angle*pi/180))/(Shear Stress*Length of weld) GO

Leg of the Weld When Shear Stress in the Fillet Weld is Given

Leg of the weld=Tensile force on plates/(Average Shear Stress*Length of weld*cos(pi/4)) GO

Leg of the Weld When Maximum Shear Stress-induced in the Plane is Given

Leg of the weld=1.21*Force/(Maximum shear stress*Length of weld) GO

Leg of the Weld When Throat of the Weld is Given

Leg of the weld=Throat thickness/cos(pi/4) GO

Leg of the Weld When Shear Stress-induced in the Plane is Given Formula

Leg of the weld=Force*(sin(weld cut angle*pi/180)+cos(weld cut angle*pi/180))/(Length of weld*shear stress in the plate in parallel fillet weld)
h=F*(sin(θ*pi/180)+cos(θ*pi/180))/(l*𝜏)

More formulas

Throat of the Weld GO

Leg of the Weld When Throat of the Weld is Given GO

Shear Stress in the Fillet Weld GO

Tensile Force on the Plate When Shear Stress in the Fillet is Given GO

Length of Weld When Shear Stress in the Fillet Weld is Given GO

Leg of the Weld When Shear Stress in the Fillet Weld is Given GO

Width of the Plane in Double Parallel Fillet Weld GO

Shear Stress induced in the Plane When Parallel Fillet weld is Subjected to a Force GO

Force When Stress induced in the Plane is Given GO

Length of the Weld When Shear Stress-induced in the Plane is given GO

Maximum Shear Stress-induced in the Plane When Parallel Fillet Weld is Subjected to Force GO

Allowable Load per mm Length of the Weld GO

what is effective length of weld?

The effective length of a fillet weld is taken equal to the overall length minus twice the weld size. The deduction is made to allow for craters to be formed at the ends of welded length.

How to Calculate Leg of the Weld When Shear Stress-induced in the Plane is Given?

Leg of the Weld When Shear Stress-induced in the Plane is Given calculator uses Leg of the weld=Force*(sin(weld cut angle*pi/180)+cos(weld cut angle*pi/180))/(Length of weld*shear stress in the plate in parallel fillet weld) to calculate the Leg of the weld, Leg of the Weld When Shear Stress-induced in the Plane is Given is the length of the other two sides of the triangular fillet weld. Leg of the weld and is denoted by h symbol.

How to calculate Leg of the Weld When Shear Stress-induced in the Plane is Given using this online calculator? To use this online calculator for Leg of the Weld When Shear Stress-induced in the Plane is Given, enter Force (F), weld cut angle (θ), Length of weld (l) and shear stress in the plate in parallel fillet weld (𝜏) and hit the calculate button. Here is how the Leg of the Weld When Shear Stress-induced in the Plane is Given calculation can be explained with given input values -> 20.00609 = 1000*(sin(0.01745329251994*pi/180)+cos(0.01745329251994*pi/180))/(50*1).

FAQ

What is Leg of the Weld When Shear Stress-induced in the Plane is Given?

Leg of the Weld When Shear Stress-induced in the Plane is Given is the length of the other two sides of the triangular fillet weld and is represented as h=F*(sin(θ*pi/180)+cos(θ*pi/180))/(l*𝜏) or Leg of the weld=Force*(sin(weld cut angle*pi/180)+cos(weld cut angle*pi/180))/(Length of weld*shear stress in the plate in parallel fillet weld). Force is the instantaneous load applied perpendicular to the specimen cross section, weld cut angle is the angle at which the weld is cut with the horizontal, The length of weld is the linear distance of each weld segment. and shear stress in the plate in parallel fillet weld is the force tending to cause deformation of a material by slippage along a plane or planes parallel to the imposed stress.

How to calculate Leg of the Weld When Shear Stress-induced in the Plane is Given?

Leg of the Weld When Shear Stress-induced in the Plane is Given is the length of the other two sides of the triangular fillet weld is calculated using Leg of the weld=Force*(sin(weld cut angle*pi/180)+cos(weld cut angle*pi/180))/(Length of weld*shear stress in the plate in parallel fillet weld). To calculate Leg of the Weld When Shear Stress-induced in the Plane is Given, you need Force (F), weld cut angle (θ), Length of weld (l) and shear stress in the plate in parallel fillet weld (𝜏). With our tool, you need to enter the respective value for Force, weld cut angle, Length of weld and shear stress in the plate in parallel fillet weld 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 Leg of the weld?

In this formula, Leg of the weld uses Force, weld cut angle, Length of weld and shear stress in the plate in parallel fillet weld. We can use 4 other way(s) to calculate the same, which is/are as follows -

Leg of the weld=Throat thickness/cos(pi/4)
Leg of the weld=Tensile force on plates/(Average Shear Stress*Length of weld*cos(pi/4))
Leg of the weld=Force*sin(weld cut angle*pi/180)*(sin(weld cut angle*pi/180)+cos(weld cut angle*pi/180))/(Shear Stress*Length of weld)
Leg of the weld=1.21*Force/(Maximum shear stress*Length of weld)

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