IDEA StatiCa tutorial-11 : Stiffened truss connections

[@umarbashir8665]

Thank you ❤

[@ngongocphan8777]

thanks, I like your video

[@AA-hr3ul]

Thnk you sir i just subscribed

[@jamessoumya]

Hello Sir, does this truss members needs to be defied as N-Vy-Vz-Mx-My-Mz model type ? Since its a fully welded joint, each of the truss members will transfer forces other than axial and shear. Please let me know if my understanding is correct.

[@puttattjayarajan1199]

You need to define N-V-M model if these forces are expected at the joint . For conventional trusses carrying axial forces N-V is good enough..