Lvl i beam span tables1/17/2024 ![]() Small Cabin Forum / Cabin Construction / Understanding LVL span charts for a ridge board Forums - Register/Sign Up - Reply - Search - Statistics. Getting ready to start designing our tongue and groove milled log cabin and i'm trying to figure out what i'm going to do for a ridge board to make the span. The multispan beam tables are based on multiple equal spans. LVL seems to be a common solution, however, i'm struggling to understand their span charts. Full imposed loading is applied to all spans in the multi-span roof beam table. The cabin will be 30' long with 4.5" wide logs, so 29' 3" inside to inside. The local Menards uses Global LVL and their span chart is found here. Since this will be a ridge BOARD vs BEAM, do i just get a 30' that's tall enough for the 2x8" rafter cut end face to full rest on the side of the ridge board? For northern Wisconsin, the live load requirement is 40 psf, but for a 10/12 pitch it goes down to 30. If it's a ridge BOARD, it's not supporting any load, the rafter logs do that. if that's the case, a regular board would do, and it does not have to be continuous. The classic ridge BOARD joint is a scarf joint. But there is no real need to get so fancy for a rafter ridge board.Ī ridge board is a non-structural member that serves as a prop for opposing rafters to rest against and connect to. It is also used to keep the rafters spaced properly. ![]() Classic ridge BOARDS were one inch thick boards. The IRC still permits the use of a 1x board as the ridge board. It is important to have a board deep enough to fully support the angled cut end of the rafters. ![]() Total Load values are the capacity of the beam in addition to its own weight. Keeping the spacing from one rafter pair to the next is also very important. KEY TO TABLE: Top Figure - Allowable Total Load plf Middle Figure - Allowable Live Load plf Bottom Figure - Minimum Required Bearing Length at End / Intermediate Supports inches Total Load values are limited by shear, moment or deflection equal to L/240. You can use lengths of whatever width board or 2x is handy and butt splice the ends. Use scraps of sheathing or subfloor to nail a scab on each side of the joint.
0 Comments
Leave a Reply.AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |