Thanks rb1957 for replying, this is very helpful.
I do have one question though, would you pretty much have to go with your second suggestion (i.e. making 2 single shear calcs and adding them), since the sandwich plates are different E's? Or could you average the E's?
Thanks again,
Hi everyone,
I know this is a very basic question, but I'm having trouble finding it online. I know the axial stiffness of a circular solid member such as a rod is AE/L but what is the formula for the shear stiffness of a rod? Is it GA/L (where G is shear modulus)?
Thanks alot!
Has anyone completed Workshop 4 (Midsurface extraction example) from the "Introduction to Patran 2005 r2, PAT 301" seminar workbook (volume 1)? I'm not able to get the same answer as they did.
Thanks