You need to put your truss kickers (the yellow tensions on a 45 degree angle) the other way instead of going from the top left to bottom right they should go from top right to bottom left if looking at it as in your thumbnail for the over hang and then reverse the ones on the table as well.
@@stanlee2200 it is a cantilever bending, the diagonals should be in tension, how he has placed them is correct. if he puts them as you say, they will be in compression, which is not good since the structure is supposed to be as light as possible.
Very cool video. I could watch different bracing configurations fail for hours!
I love that "do not try this at home" part....
Interesting video.
Thanks for posting.
Thank you.
what structural analysis software did you use?
I used ETABS here.
basic engineering
Very helpful. In your next video please off the music when you are speaking. Thank you.
The main failure is mostly like local bending in bottom chord or local buckling of this member?
I think it was a member buckling under compression load.
You need to put your truss kickers (the yellow tensions on a 45 degree angle) the other way instead of going from the top left to bottom right they should go from top right to bottom left if looking at it as in your thumbnail for the over hang and then reverse the ones on the table as well.
@@stanlee2200 it is a cantilever bending, the diagonals should be in tension, how he has placed them is correct. if he puts them as you say, they will be in compression, which is not good since the structure is supposed to be as light as possible.
reverse your triangle form that mid point remove the straigt one
I dont reallu understand can u explain more pls? I need your help
Hi are you on Fiverr? Can I hire you on Fiverr?