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...
Dear Sir / Madam,
Could you provide any comments about Minimum Strength of Connections according to:
- ASD - it should be proportioned to 6 kips and
- LRFD - it should be proportioned to 10 kips.
How to use these norms for Stairs calculations and especially for:
1. tread's connections to...
