RMair
Member
In a current design I am working on, my ladder beam is outwith its shear capacity. The BM is well within its limit but SF is nearly double.
What can be done to reduce the shear force? What affect will knee bracing and pickups have? And how can the reduction be shown mathematically?? Does the knee brace create an addition support?
I hope someone can help...
What can be done to reduce the shear force? What affect will knee bracing and pickups have? And how can the reduction be shown mathematically?? Does the knee brace create an addition support?
I hope someone can help...