14m canopy steel I-beam to RC column connection

[istruct1980]

Hello,
Im just curios for designing of steel connection to rc column for long span i beam. i designed several times for canopy steel beam to rc column connection for canopy several times but those are at most 5m span.

Im wondering if there area any other considerations for designing of the long span 14m canopy i-beam to rc column connection. this long span canopy steel beam is carrying only roof(trusses,roofing)

will it be enough for just the simple and typical i-beam welded to base plate and base plate bolted to rc column?

do you have exactly same design computations for this?

 

[hokie66]

From your description, it is unclear what your situation is. What does the connection need to do? Just shear or is it a moment connection? Sizes of beam and column?

 

[KootK]

Is this is the 15m, cantilevered, stadium beam that was the subject of this thread? If so:

1) I expect that you'll be dealing with very challenging levels of load.

2) One of my main concerns would be fatigue performance.

HELP! I'd like your help with a thread that I was forced to move to the business issues section where it will surely be seen by next to nobody that matters to me:

http://www.eng-tips.com/viewthread.cfm?qid=456235