Eng-Tips is the largest engineering community on the Internet
Intelligent Work Forums for Engineering Professionals
Search results for query: *
- Users: decepticon743
- Order by date
-
Double-Deep Wide Flange Design
Why cant you bolt the 2 sections together? easier to couple them tightly together with existing deflection? you want higher capacity why not lace them together to create a mini truss and deeper overall section, shouldn't need too many lacings and cheap.- decepticon743
- Post #7
- Forum: Structural engineering general discussion
