allow – Wood Engineering

6 x 6 sawn post vs 3-ply 2 x 6

By WoodEngineering Posted on May 9, 2022 Posted in Uncategorized Tagged with adjustment, allow, allowable, bolt, buckle, calc, calculate, capacity, center, centric, column, commentary, compression, corner, D-F, design, DF, DF/L, Douglas, eccentric, engineer, factor, fir, framed, framing, grade, height, in, lam, lamination, larch, length, min, minimum, multi, multiple, nail, national, National Design Specification, NDS, parallel, plain, ply, post, ratio, rip, short, slender, slenderness, snap, specification, stability, stable, stress, stud, substitute, Supplement, tall, to grain, trade, value, wall, wood

6 x 6 wood post versus 3-ply 2 x 6 © Jeff R. Filler, May 2022, Pell City (DRAFT) If you are an a professional engineer providing designs (or fixes) for wood-frame construction, sooner or later you will be asked, …

6 x 6 sawn post vs 3-ply 2 x 6 Read more »

Differential Displacements and the SST SDPW Deflector Screw

By WoodEngineering Posted on May 2, 2022 Posted in Uncategorized Tagged with allow, allowable, bearing, code, collapse, crack, cracking, deflection, deflector, design, differential, displacement, floor, girder, gypsum, IBC, inspect, joist, load, movement, rafter, roof, safe, safety, sag, screw, snow, SST, Strong-Tie, townhouse, truss

Differential Deflections … and the Simpson Strong-Tie Strong-Drive® SDPW Deflector Screw (c) Jeff R. Filler, May 2022, Pell City, AL I haven’t tried one out yet … the Simpson Strong-Tie Strong-Drive® SDPW Deflector Screw … but the idea is fascinating …

Differential Displacements and the SST SDPW Deflector Screw Read more »

Tag: allow

6 x 6 sawn post vs 3-ply 2 x 6

Differential Displacements and the SST SDPW Deflector Screw