Hi there, Unfortunately, upon asking for permission, I am unable to. The individual who provided me with this PDF file does not allow it to be shared en-mass.
Great video as always. I would have used the design loads and compared it to the screw capacity with a factor of safety in order to account for uncertainties etc. it would also be good to review the buckling behaviour of thin walled sections before yielding - perhaps another video??
Oh, yeah that should have been mentioned. I should have mentioned that the loads applied should be factored loads. I think I missed it. Also, your suggestion is amazing! thank you very much Stay tuned for more content, CEE
And do it LIVE! No 😆 I'm kidding - there is no point. Though I'm sure Editor CEE would aprciate it. I chuckled at his intervention. Regarding the technical topic of the video 🤔 I switched the mesh element size from 0.025 to 0.05 and it resulted in a lover top stress value - thus my model would have been ok with 5mm - S355... Imagine a situation where someone like you and someone like me would be asked for an opinion in such a situation and I wouldn't think about changing the mesh (or I would use another software) => Ignorance would lead me to present a better results (material wise = a more economic result). Tricky... :(
I started learning RSA , two years ago , i learned from you engineering more than my university professors, keep it up doctor.❤
Hi there Engr. Ali Omar,
I am honored by your comment really. Thank you very much. I will keep up the work ^_^
Regards,
CEE
This channels surpass autodesks!! 💪🏻
Hi there Engr. Candea
I hope so ^_^
stay tuned for more content,
Regards,
CEE
Amazing work. Always an abundance of knowledge of the subject matter. 👏
Thnx a lot for being here. I hope that you share this channel with your friends.
Regards,
CEE
That pdf you are referring to Dr. can be very helpful if shared. Good stuff as usual
Hi there,
Unfortunately, upon asking for permission, I am unable to. The individual who provided me with this PDF file does not allow it to be shared en-mass.
@@CivilEngineeringEssentials it's alright. Keep up the good work 💪
Great video as always. I would have used the design loads and compared it to the screw capacity with a factor of safety in order to account for uncertainties etc. it would also be good to review the buckling behaviour of thin walled sections before yielding - perhaps another video??
Oh, yeah that should have been mentioned. I should have mentioned that the loads applied should be factored loads. I think I missed it.
Also, your suggestion is amazing! thank you very much
Stay tuned for more content,
CEE
amazing video!
You are most welcome. Stay tuned for more content.
Great video
thnx ^_^ I am happy it was beneficial
PS: Sorry for the late reply. I had a ton of things to finish and now I am gradually getting back
Can you do a full design of a multistorey rc building in one vedio ?
That is a good suggestion and I will try to do it as soon as possible
And do it LIVE!
No 😆 I'm kidding - there is no point. Though I'm sure Editor CEE would aprciate it. I chuckled at his intervention.
Regarding the technical topic of the video 🤔 I switched the mesh element size from 0.025 to 0.05 and it resulted in a lover top stress value - thus my model would have been ok with 5mm - S355...
Imagine a situation where someone like you and someone like me would be asked for an opinion in such a situation and I wouldn't think about changing the mesh (or I would use another software) => Ignorance would lead me to present a better results (material wise = a more economic result). Tricky... :(