Came across something I did not find in any of the forum posts. Thought this would be interesting to discuss
Note: Collar ties referenced here-in are for ties that are in the upper third of the roof system.
All of my analyses are performed by skyciv.
For replication, my nodes are(x,y,z)(in...
Looking for some insight from you guys on this conundrum I'm having.
Currently have a hipped roof that takes the load from a gable roof. The ridge beam at the hip roof is transferred down to 4 hip beams(2 on each end). After it is all said and done, I have about 8000 pounds(pulling from memory...
Long time lurker.
All questions I have had had been found in these forums. Now at a loss for checking on the unbalanced snow load(per ASCE 7-10) for the following roof.
I already performed everything required for the unbalanced snow load on the gable that runs the length of the building - but...