UnneutralAxis
Structural
- Apr 5, 2009
- 54
I have a situation where I am only allowed 12" to place a steel beam. I'm wanting to use a multiple span to reduce deflection. Dead + Live is around 2k/ft. Spans range from 30' to 20'. Yeah, it's going to be a pretty heavy piece of steel. The type of construction is commercial, but except for these beams is relatively light weight, wood framed. What is the max weight beam you would use to keep the contractor from having to rent some very heavy equipt. for this scenario? Thanks for your input.