With a slightly irregular column grid, the 20' spans are divided into two 10' spans bolted to the main column lines. Framing this way also allows for the small cantilevers on the south side. The W-beams are spanned with 3-1/2" metal decking and 3-1/2" concrete with WWF.
2 comments:
Carli, will you please add some stell sizes to a few girders and beams and show an idea for bracing?
Carli, I would throw some dimensions on as well. the beam cantilevering off the lower beam line look over 10' long and would be quite a deep/heavy beam.
Is there any way to have beams perpendicular to one plane for ease in construction?
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