Mar 8, 2006 #1 8911 Specifier/Regulator Feb 27, 2006 8 What level of stress do some of you allow in order to certify an A-frame type (usually on casters) hoist frame?
What level of stress do some of you allow in order to certify an A-frame type (usually on casters) hoist frame?
Mar 9, 2006 1 #2 jec67 Structural Oct 22, 2003 105 I have used the following: Fu/5 for tension The lesser of Fu/5 or the stress calculoated for buckling for compression Fu/5 for connection detail design (Fu/5)/(squareroot3) for shear. Upvote 0 Downvote
I have used the following: Fu/5 for tension The lesser of Fu/5 or the stress calculoated for buckling for compression Fu/5 for connection detail design (Fu/5)/(squareroot3) for shear.
