Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations JAE on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Do you guys defer steel connections? Should it be on the contact? 1

reverbz

Structural
Joined
Aug 20, 2024
Messages
93
Location
US
Hey Guys,

So I was just wondering do you guys always defer steel beam connections? Even on more simple projects? Also, do you think this should have been specified on the proposal or is it standard practice?

Thank you!
 
I'm on the other end. I receive the contracts and do the steel connection designs for a fabricator. Delegated steel conx design seems to be mostly an east-coast USA phenomenon.

"Should it be on the contract?

Yes. Absolutely include the responsibilities and scope within the Original Contract Specifications. Usually, the delegated/deferred connection designs are explicitly stated to be in accordance with AISC 303 "Code of Standard Practice," Section 3.1.1.(3) (page 16.3-11 in the blue 15th manual) and the min fabrication inspection requirements per AISC 360 Section N.'

There are a lot of webinars dedicated to the subject of delegated structural steel connection design out there. They all go over the basic requirements for contracting and what to expect in the workflow.
 
It is very common practice on the east coast of the US. I, however, despise it. It has it's uses - especially on very large projects or projects with unique connections. Fabricator input early can be critical for coming up with a really efficient design. But generally speaking, I find it's more work to specify all the loading and then review the calculations than it is to just do it myself. There's no real cost savings for the engineer, though shifting effort from design to CA can have benefits for scheduling if your firm is good at managing them. IF.

I have a clause in my proposals and service agreements that states that I reserve the right to delegate certain specialty aspects of a structure in accordance with standard industry practice. This include, but are not limited to, steel connections, open web steel joists, metal plate connected wood trusses, etc.
 
Most of my jobs are small enough that I do my own connection design. I agree with everything Pham stated..
 
You should definitely specify in your Agreement if you won't be designing the connections.

I like to design the connections, or at a minimum make sure a reasonable connection should work for the member sizes shown on the plans. For example, with really shallow I-beams (like W8s and W10s) it's not uncommon that a basic shear tab connection with (2) bolts won't work. I'd rather know that up-front so I can either choose a deeper beam section (if possible) or a different connection type, rather than wait for the steel fabricator to (hopefully) catch it.

I'd also add that I've seen a very wide range recently in terms of the quality of work done by steel detailers and fabricators. It makes me more cautious when it comes to handing off this very important part of the design.
 

Part and Inventory Search

Sponsor

Back
Top