Recent content by flydan27

thishttps://files.engineering.com/getfile.aspx?folder=b629a799-aae0-4dd2-97e8-4047fe522e0c&file=shear.PNG

you agree with the throat area for shear ?https://files.engineering.com/getfile.aspx?folder=28c99a14-37e6-4fab-8adb-41b60b90e723&file=calc.PNG

How about this ,

20 metric tonne

Ok cheers , I’ll go with 10mm weld then . Have the the correct weld areas formula ? And the shear stress formula for this application ?

The length of weld is the total , Added the perimeter length around each lugs . The load 20mt will be divided any the two Clevis .

Thanks for that. Lets just say we go with the 145 N/mm^2, with the figures provided, what would be the method for calculating the stress of the weld for this clevis ? are you able to provide a worked example ?

This is s355 plate , the allowable shear stress of weld, is this a figure on a data sheet?

Here is the clevis with the 8mm fillet weld all round the lugs https://files.engineering.com/getfile.aspx?folder=b4b362dc-2c9c-4f1a-9fe5-4f1da2bf9028&file=thumbnail_image0.jpg

I have a fabricated clevis with 8mm fillet weld all round the two lugs. The force is 20mT axial but might see some shear. How do you calculate the weld tensile/shear shear stress of this clevis ? I have attached some phots above and started with the calculation...