Skipdeiter
Mechanical
- Jun 10, 2005
- 4
I am going to be putting a 10 ton and a 5 ton crane on a 52' span. As I am a MechE, the structural code is new to me (CSA S16.1), and I am curious as to the reasoning behind a 1/800 deflection limit. This seems excessive as stresses become non-existent with this requirement.