I am looking for design guide references for designing a steel spandrel beam to support a curtain wall system with a 4 inch brick veneer. Where can I find recommendations for the maximum vertical deflection of the beam?
Bruce Hopper, P.E.
Senior Structural Engineer
2515 A Street
Anchorage, AK 99503
To the optimist, the glass is half full.
To the pessimist, the glass is half empty.
To the engineer, the glass is twice as big as it needs to be.