Recent content by fugeeo

I would like to visit a consensus on use of grade beams for High Seismic Regions SDC D generally [not necessarily liquefaction region], to keep intact residential construction. With Faults along many regular boundaries, it seems of consequence not to require foundation elements to be tied when...

Envelope Procedure demonstrates a fault, it demonstrates a longitudindal ridgeline, not a gable end vs. a perpendicular to ridge directivity. L/B ratio is missing from the procedure. Use with grain of rice.

Critically is this Dead Load or Live Load for Structures Detailing?

I don't know if referring to another website is Kapisch, Korean or Catastrophe:[lightsaber] Try Construaprende : [highlight #A40000]https://www.construaprende.com/[/highlight] The following será por los Codigos Mexicanos. [highlight...

IBC 2304.11 Heavy Timber Construction

https://www.apacad.org/cad-details : APACAD Ωμ

I agree. It's kind of a fickle. I've worked with just a couple types of setups in Building Infrastructure - This is one: Typically, the Model Space will be sectioned. As such, there is a Model Space Portal for every viewport. So, if you are close to the object, the viewport will show the...

CALTRANS has good standards for Civil. Their Example of line-color is simple and straightforward. A few thoughts : A. A is how the person starts detailing as an engineer first, not a CAD man first, is probably first the Layer for every different type of piece. B. The Details like CALTRANS...

https://www.phrc.psu.edu/assets/docs/Publications/2016RBDCCPapers/Solnosky-2016-RBDCC.pdf A research article summarized IRC vs. IBC. Caribbean doesn't use Timber for Walls due to V > 140 mph.

thread507-428039 I got off track for the Event of the IRC Implementing C1, D0, D1, D2 as seismic regions. Yet there is not a clear discussion on how it was formulated, whereas the IBC A through F Categories are clearly stated. Some direct listings for the reference structure starts with the...

PS. Maybe they just forgot to nail one or two of them. Sh&# happens.

I believe the plates are never tensión elements. So they should probably all be replaced with bolted members or steel plates. The plates are neither continuity plates. The plates are assembly plates, and they also should be nailed. You would probably find that the strut and chord members...

I’m pondering the IRC from the Wall Bracing Webinar because the portrayal of the Tables R602.10 provide in-depth narrowing down of the designing of timber works. Particularly when approaching a set of plans in the first Design steps the table surely is enacting a complete design scenario...

Greetings. Discussion regarding the purpose and derivation of the International Residential Code Tables. Moreso, a Question regarding request for information. Please comment on the purpose of the IRC with respect to Tabled detailing: A] I believe the IRC serves as the minimum standards for...

CA Residential Code R301.2.2.2 Seismic Design Category C. Structures assigned to Seismic Design Category C shall conform to the requirements of this section. R301.2.2.2.1 Weights of materials. Average dead loads shall not exceed 15 pounds per square foot (720 Pa) for the combined roof and...