On Tue, Jun 30, 2009 at 12:15 PM, Nick Fanger <nick@kishrigging.com> wrote:
I hate to disrupt the fun threads with something structural engineering related but I have a question….
How would you go about calculating the shear value of a ½" dia. Thru bolt attaching a steel plate and ¾" plywood? I've never done bolts in plywood before nor do I think it's that good of an idea but in this case its unavoidable. Has anyone else dealt with bolts in plywood before?
Nick Fanger, P.E.
Kish Rigging, Inc.
540 Commerce Ave.
Moorpark, CA 93021
805.532.1300 office
805.532.1332 fax
--
David Topete, SE