Hi BAretired, thanks for your response again and the sketch!
Just wanted to ask, do the columns near the main building not take any load? If yes, why don't we transfer some of the load to reduce load on the main girder in the initial stage?
Also, another query my friend mentioned I could treat the cantilever part as where the wind load is acting on section B-B as a roller acting as a spring since it is resting on purlin? what does this mean
Hi BAretired, please see my picture below just to confirm I have understood correctly.
https://unsee.cc/be5cc678/
I understand that I could have roller on column and pinned on the main girder B for my last section aswell.
The wind load is only there for me to design the bracing as far as I know.
Hi BAretired, thanks for your response,
Would it be fair to say I have pinned support at column, a roller support at the main girder B (truss) and overhang?
Hi Guys,
I have a question which can be seen in link https://unsee.cc/be5cc678/
Since the structure is resting on column on 3 sides but open on 1. Can I still assume that the main girder B (roof truss) will only take 50% of the load and the other 25% of the load will go to the columns on the...
