HouseBoy
Structural
- Nov 21, 2005
- 464
My client needs to make a load bearing column out of maple that will be 3.5" x 3.5"
They can not get a 4x4 solid maple piece and so they are planning to make a "built-up" column.
They MIGHT go with 3.5" x 3.0" BUT... they don't want to use mechanical fasteners, they only want to use glue.
They have asked to use a structural glue (they are thinking Tightbond 2) along with as few fasteners as possible.
NDS indicate built up columns with nails and with bolts but nothing with screws. I'm a little concerned about nails in hardwood (although I don't know if that concern is justified)
Load is about 3000# (600 DL and 2400 LL)
Column height is 10 ft floor to ceiling.
There is no opportunity for bracing.
I'm interested in knowing if there is specific glue I can specify that will eliminate the need for mechanical fasteners.
Also interested in any insight about screws vs nails for hardwood. I'm thinking that either way (screws or nails) they will be pre-drilled.
For a 2) 2x4 column, NDS indicates 10d common wire nails at 6" o.c. alternating sides and staggered. If similar size finish nails could be used, maybe that would be acceptable but again, I'm not sure how softwood requirements apply to hardwood.
Ideas?
Thanks,
Steve
They can not get a 4x4 solid maple piece and so they are planning to make a "built-up" column.
They MIGHT go with 3.5" x 3.0" BUT... they don't want to use mechanical fasteners, they only want to use glue.
They have asked to use a structural glue (they are thinking Tightbond 2) along with as few fasteners as possible.
NDS indicate built up columns with nails and with bolts but nothing with screws. I'm a little concerned about nails in hardwood (although I don't know if that concern is justified)
Load is about 3000# (600 DL and 2400 LL)
Column height is 10 ft floor to ceiling.
There is no opportunity for bracing.
I'm interested in knowing if there is specific glue I can specify that will eliminate the need for mechanical fasteners.
Also interested in any insight about screws vs nails for hardwood. I'm thinking that either way (screws or nails) they will be pre-drilled.
For a 2) 2x4 column, NDS indicates 10d common wire nails at 6" o.c. alternating sides and staggered. If similar size finish nails could be used, maybe that would be acceptable but again, I'm not sure how softwood requirements apply to hardwood.
Ideas?
Thanks,
Steve