nice tutorial, i have a question. since you have defined the crossed braced as tension member only, is it necessary to assign the hinges properties again? or the software will recognize that
Hello sir, I need your help. The only structural software we currently use in my office is SCIA Engineer. I am currently working on pile Foundation, please can you send a link to me to see how to model and analyze Raft Slab on pile Foundation please ?
Usually users creates a standard slab with subsoil, or with SOILIN and piles as columns with elastic supports on the side. I don't have such video, but you can contact your local representant of SCIA and ask for training.
I am so impressed with your response; you're so quick to respond. Thank you for this, sir. I have searched your archives to see something close to what you mentioned, but there is nothing. If you can suggest a video for me, I will appreciate it. The local representatives here in the US are not that efficient. Once again, thank you, sir.
Dear Sir Can you make an example of coldformed steel truss system which uses 2 C back to aback (web C100),Please?. Ex. Hei=6m, Wid=20m, C.B=5m, Len=30m
nice tutorial, i have a question. since you have defined the crossed braced as tension member only, is it necessary to assign the hinges properties again? or the software will recognize that
Very clear and great tutorial!
Thank you for this very helpful tutorial.
Such a nice tutorial, thank you!
Great work.
It was very helpfull thank you so much
Thanks, very useful tutorial
Very nice tutorial thank you
Hello sir, I need your help. The only structural software we currently use in my office is SCIA Engineer. I am currently working on pile Foundation, please can you send a link to me to see how to model and analyze Raft Slab on pile Foundation please ?
Usually users creates a standard slab with subsoil, or with SOILIN and piles as columns with elastic supports on the side. I don't have such video, but you can contact your local representant of SCIA and ask for training.
I am so impressed with your response; you're so quick to respond. Thank you for this, sir.
I have searched your archives to see something close to what you mentioned, but there is nothing.
If you can suggest a video for me, I will appreciate it.
The local representatives here in the US are not that efficient.
Once again, thank you, sir.
Dear Sir
Can you make an example of coldformed steel truss system which uses 2 C back to aback (web C100),Please?. Ex. Hei=6m, Wid=20m, C.B=5m, Len=30m
🙏
thaaaaak you！！
ｐｒｏｍｏｓｍ ⭐