vooter
Structural
- Dec 22, 2004
- 122
I don't understand the "minium bend radius" concept. In the ASD, page 4-174, a 1/2 in A36 plate has a minimum bend radius of 1.5 X thickness.
Let's say I'm designing a skewed connection and I need a bent plate, does the minimum bend radius mean I HAVE to bend the plate 1/2 in?
Halp!
Let's say I'm designing a skewed connection and I need a bent plate, does the minimum bend radius mean I HAVE to bend the plate 1/2 in?
Halp!