Truss Design: Difference between revisions
Jump to navigation
Jump to search
(Created page with "*For a 32' long truss with 1/2" web, the limiting factor for span is not the web - it's the chords. In fact, there could be a break in the OSB in the middle, and it would not affect the truss bearing capacity much - but a break near the support points would be catastrophic. [https://chatgpt.com/share/68731799-c884-8010-b1d4-405eacd6938f]") |
No edit summary |
||
| Line 1: | Line 1: | ||
*For a 32' long truss with 1/2" web, the limiting factor for span is not the web - it's the chords. In fact, there could be a break in the OSB in the middle, and it would not affect the truss bearing capacity much - but a break near the support points would be catastrophic. [https://chatgpt.com/share/68731799-c884-8010-b1d4-405eacd6938f] | *For a 32' long truss with 1/2" web, the limiting factor for span is not the web - it's the chords. In fact, there could be a break in the OSB in the middle, and it would not affect the truss bearing capacity much - but a break near the support points would be catastrophic. [https://chatgpt.com/share/68731799-c884-8010-b1d4-405eacd6938f] | ||
=Links= | |||
*[[I-Joists]] | |||