Greetings all!
May be this is something basic... but I feel like I'm drowning in an empty pool. My current problem is that usually when I use structural analysis software's like Risa, RAM elements, etc.
I have never had to use a spring as my support/boundary condition, and just recently I was...
Greetings guys,
I was wondering, If I have a roof w/ multiples slopes (eg; 6/12; 4/12; 1/12), which slope will have a greater impact on my wind design( which one will control my wind design).
I would say the one with the lower slope will control for uplift, but, what can you all tell me from...
Hello Fellas!
I'm sorry I'm asking this kind of question but I'm new to STRL engineering field. The thing is, if we are designing, and wind load controls once I factored my loads how is the wind load changed from a lateral to a vertical load?? or what is it that happens during the factoring...
