C & C
(c) Jeff R. Filler, Pell City, April 2023 `Components and Cladding’ … or C & C or `see and see’. In earlier posts we looked at the Main Wind Force Resisting System (MWFRS) wind forces on a couple buildings, specifically, …
Tag: pressure
`Corners’
(c) Jeff R. Filler, Pell City, April 2023 In earlier posts we looked at the `main’, or `overall’, wind forces on a rather low, wide `shop’ (here and here), and on a relatively narrower and taller `house’ (here). Specifically, we …
Minimum Design Wind Load – ASCE 7-22 Section 28.3.6 (Envelope Procedure)
In our earlier posts we determined the horizontal and vertical components of wind load on a `shop’ (here). The horizontal force was/is 500 lb, as acting on an 8-ft wide `swath’ of shop, which is framed with wood trusses at …
Minimum Design Wind Load – ASCE 7-22 Section 28.3.6 (Envelope Procedure) Read more »
Wind Load on Shop Eaves – ASCE 7-22 – Envelope Procedure – MWFRS
Now let’s look at the wind loading on the shop eaves. We ignored them previously, as we were getting `big picture’ wind loads on the building as a whole … or at least an 8-ft `swath’ of building, as a …
Wind Load on Shop Eaves – ASCE 7-22 – Envelope Procedure – MWFRS Read more »
Wind Load on a Shop Using ASCE 7-22 (Envelope Procedure) – Part 2 (Horizontal Force)
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 »
NLT `Mass Timber’ Step
CCA-C `Above Ground’ Preservative Treated Lumber for an NLT Step © Jeff R. Filler, May 2022, Pell City This is so fun I can hardly stand it. I’ll edit later. I am working on some NLT steps for my wife’s …