Mina_GS
Structural
- Dec 10, 2023
- 6
Hey Engineers,
I have a two story concrete building with wood trusses framing in the first story and concrete slab on the roof, unfortunately I cannot increase the column size in width and shall stick to 8", but I can increase the column length, currently I have concrete column 8x24, and the major direction is well braced by concrete beams, but the minor direction is the question, can I rely on wood trusses to act as a bracing point in the intermediate height of the column (First Floor level)? I have checked the axial load and the maximum was 200 kips, talking about 5% for lateral bracing point, we get 10 kips, I was planning to rely on wood trusses to take that load, especially the whole floor has marginal concrete beams, so in fact we have this interior column tied on both sides with trusses, to work on that option I am specifying Simpson module HPA35 for each truss at column location and PA23 at each other truss not at column location.
Thanks!
I have a two story concrete building with wood trusses framing in the first story and concrete slab on the roof, unfortunately I cannot increase the column size in width and shall stick to 8", but I can increase the column length, currently I have concrete column 8x24, and the major direction is well braced by concrete beams, but the minor direction is the question, can I rely on wood trusses to act as a bracing point in the intermediate height of the column (First Floor level)? I have checked the axial load and the maximum was 200 kips, talking about 5% for lateral bracing point, we get 10 kips, I was planning to rely on wood trusses to take that load, especially the whole floor has marginal concrete beams, so in fact we have this interior column tied on both sides with trusses, to work on that option I am specifying Simpson module HPA35 for each truss at column location and PA23 at each other truss not at column location.
Thanks!