borisng
Structural
- Jun 10, 2008
- 9
Dear Sir/ Madam,
We have framing with beams W12x22 and W10x12. The web thk. of both of it 3/16". The same time we use double-angle
( (2)-L 4x3 1/2x5/16 )connections with wide gage 5 1/2".
It seems to me we can not do it because max. spacing should be 3/16" x 24 = 4.5" and in that case we should use narrow gage 4" ( (2)-L 3 1/2x3x5/16 ).
What do you think about it?
Sincerely,
We have framing with beams W12x22 and W10x12. The web thk. of both of it 3/16". The same time we use double-angle
( (2)-L 4x3 1/2x5/16 )connections with wide gage 5 1/2".
It seems to me we can not do it because max. spacing should be 3/16" x 24 = 4.5" and in that case we should use narrow gage 4" ( (2)-L 3 1/2x3x5/16 ).
What do you think about it?
Sincerely,