frame – Wood Engineering

Wind Load on a Shop Using ASCE 7-22 (Envelope Procedure) – Part 2

By WoodEngineering Posted on March 16, 2023 Posted in Uncategorized Tagged with area, ASCE 7, ASCE 7-22, barn, building, column, drag, enclosed, enclosure classification, envelope, Envelope Procedure, exposure, external, force, frame, GCpf, GCpi, horizontal, internal, Kd, lateral, leeward, Main, MWFRS, opening, partially enclosed, post, pressure, procedure, projected, qh, qz, Resisting, roof, shop, speed, structure, suction, System, truss, uplift, velocity, velocity pressure, wall, wind, windward, zone

Continuing from Part 1 … Step 6: Determine the external pressure coefficients, GCpf … Section 28.3.2. For Case 1 we get … roof slope tan-1 4/12 = 18.4° … interpolating between 5° and 20° … interp GCpf per slope, …

Wind Load on a Shop Using ASCE 7-22 (Envelope Procedure) – Part 2 Read more »

`a constantly debated topic’ (pole barn versus post frame)

By WoodEngineering Posted on February 23, 2023 Posted in Uncategorized Tagged with barn, base, bending, bolt, brace, bracing, bracket, building, cantilever, capacity, cladding, column, concrete, constrained, deflection, diaphragm, earthquake, effective, embed, end, foundation, frame, gazebo, knee, lumber, metal, moment, nail, nonconstrained, pier, pole, post, racking, resistance, rigid, roof, screw, shear, shed, shop, side, snow, soil, sonotube, stability, stable, stress, structure, wall, wind

Pole barn versus post frame … how to keep the structure from flopping over? Consider a barn, or perhaps a shop, made using timber and `posts’. There are two main ways to keep it from flopping over. One way is …

`a constantly debated topic’ (pole barn versus post frame) Read more »

Tag: frame

Wind Load on a Shop Using ASCE 7-22 (Envelope Procedure) – Part 2

`a constantly debated topic’ (pole barn versus post frame)