slickdeals
Structural
Folks,
Do you have any formulae for truss moment of inertia / deflection etc.
I have been using I = Area of chord * 2 * (dist. to NA)^2. and once I get the I, I use it in beam formulae for deflection.
Thanks
Do you have any formulae for truss moment of inertia / deflection etc.
I have been using I = Area of chord * 2 * (dist. to NA)^2. and once I get the I, I use it in beam formulae for deflection.
Thanks