234eng
Structural
- Sep 27, 2008
- 11
I tried to determine if I can add a box to an existing handrail. The existing handrail post space is at 7 foot. If I used 50 plf applied at the top (IBC 1607.7.1), then which mean I have to use 350# to design for the post.
If I use another IBC section 1607.7.1.1 which required 200# apply at the top of the handrail post.
Question #1 - Can I just use a single 200# concentrated load only to check the existing handrail condition?
Question #2 – If this handrail location is not accessible to general public - Can I use 20 plf to check the handrail condition? (Per Exceptions #2 in Group I-3, F, H and S occupancies)
If I use another IBC section 1607.7.1.1 which required 200# apply at the top of the handrail post.
Question #1 - Can I just use a single 200# concentrated load only to check the existing handrail condition?
Question #2 – If this handrail location is not accessible to general public - Can I use 20 plf to check the handrail condition? (Per Exceptions #2 in Group I-3, F, H and S occupancies)