DoubleStud
Structural
Let's say you have series of dropped beams (3-1.75X11.875 LVL) and columns in a crawlspace of a residential construction. Let's say your columns in the crawlspace support 20K of point load(unfactored). I want to hear the consensus:
1. What would you use as column member?
2. How do you attach the column to the dropped beam?
3. How do you attach the column to the isolated spread footing?
I dont want to give too much info because I dont want to persuade you to go one way. I have a differing opinion from another engineer and want to see what other people are thinking.
Thanks!
1. What would you use as column member?
2. How do you attach the column to the dropped beam?
3. How do you attach the column to the isolated spread footing?
I dont want to give too much info because I dont want to persuade you to go one way. I have a differing opinion from another engineer and want to see what other people are thinking.
Thanks!
