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Re: Structural Steel and Reinforced Concrete Connections

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Ralph:

	1. Yes, The project is new construction.

	2. I'm planning to connect the WF with two angles welded to web, then
the other angle's legs welded to a steel plate embeded in one side of
the concrete girder.  The idea is to minimize torsional moment in the
concrete girder.

	3. The project is located in San Jose, Costa Rica.  The expected
maximun ground acceleration is 0.18g for a return period of 100 years.

Thanks, 

Mario A. Tioli, S.E.