PVGuy
Mechanical
- Apr 16, 2002
- 77
I am designing a large opening in a large vessel. The design requires App. 1-7(b) calculations. The opening passes reinforcement calculations easily. It is failing 1-7(b) though. The use of a pad is not available but gussets can be used. Dos anyone know how to take advantage of the added stiffness that the gussets will provide when looking at 1-7(b)? If not, does anyone know of an accepted method to be used in lieu of 1-7(b)?