CTW
Structural
- May 30, 2002
- 312
I'm looking for a simple method of connecting a single HSS column to the center of a landing (C10) steel stairs. Landing size is 36" x 36". Entire stair system is braced against lateral movement.
What I had in mind was to run another C10 (perpendicular to the stringers) in the middle of the landing, weld a plate to the bottom of the C10 at midpoint. This would allow the column to be erected, then bolted to the plate on the C10.
Any other suggestions?
What I had in mind was to run another C10 (perpendicular to the stringers) in the middle of the landing, weld a plate to the bottom of the C10 at midpoint. This would allow the column to be erected, then bolted to the plate on the C10.
Any other suggestions?