area – Wood Engineering

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

By WoodEngineering Posted on March 16, 2023 Posted in wind loads 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 (Horizontal Force) Read more »

Concentrated load check …

By WoodEngineering Posted on July 2, 2021 Posted in Uncategorized Tagged with area, bending, check, concentrated, load, lumber, moment, roof, sawn, uniform

Okay, now let’s do a (free, online) check of the concentrated load situation. Note that I am looking at the concentrated load separately from the uniform 20 psf live load … yeah!, the two loads are not taken to act …

Concentrated load check … Read more »

Tag: area

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

Concentrated load check …