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
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.
Such a nice tutorial, thank you!
It was very helpfull thank you so much
Thank you for this very helpful tutorial.
Great work.
Thanks, very useful tutorial
Very nice tutorial thank you
🙏
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!!
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.
promosm ⭐