WebMinimum distances from centers of fasteners to any edges are given in Tables 5.7 and 5.8. The AISC specifications for structural steel for buildings have the following provisions for minimum edge distance: The distance from the center of a standard hole to an edge of a connected part should not be less than the applicable value from Table 5.7 nor the value … WebA. Minimum end distance = 3-3/4" B. Minimum edge distance = 2" C. On-center spacing = Per Table 1 DECK LEDGER TO RIM JOIST CONNECTION DETAILS ... the LedgerLOK can be used to replace the 1/2" Lag Screws called for in Chapter 5 of the International Residential Code (IRC). In addition, the proprietary coating on this fastener exceeds the ...
About Lag Bolts-Screws In Wood – Size – Pullout – Shear
WebLag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.1 (1). Maximum 5 inches. For engineered rim joists, the manufacturer's recommendations shall govern. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in ... WebMay 29, 2009 · Table 11.5.1A (Edge Distance Requirements) for loading perpendicular to the grain, lists a minimum edge distance of 4D for the loaded edge (2" for a 1/2" lag screw) and 1.5D for the unloaded edge (3/4" for a 1/2" lag screw). I also ran a calc for the loading on the screws and I can show them good. heal609 aut
Strong-Drive® SDS HEAVY-DUTY CONNECTOR Screw
WebMinimum spacing of the SDS for LVL and LSL applications is 6" o.c., minimum end distance is 6", and minimum edge distance is 5/8". Wood structural panel up to 1 1/8" thick is … WebBolt holes must be a minimum of 1/32 inch and a maximum of 1/16 inch larger than the bolt diameter. Yield Limit Equations. ... end, and edge distance requirements for connections and provisions related to bolt design including local stresses in fastener groups must be considered. Due to the anisotropic nature of wood, consideration for load ... WebMinimum Edge Distance cmin in. 11⁄2 13⁄4 Minimum Spacing smin in. 3 Minimum Concrete Thickness hmin in. 31⁄4 31⁄2 4 5 5 61⁄4 6 81⁄2 83⁄4 10 Additional Data Anchor Category Category — 1 Yield Strength fya psi 100,000 97,000 Tensile Strength futa psi 125,000 110,000 Minimum Tensile and Shear Stress Area Ase in2 0.042 0.099 0.183 0 ... heal877