Great video. Sir please I don't know why the rib beam section doesn't update when you change in the section database. For instance when you change the rib section to T beam. It doesn't update. Can you help out with the explanation on that. I will be sincerely grateful
السلام عليكم Asalamu alekom Engineer Wich better , prota structur or Etabs ? Wich one more simple to use? Is this program acurate like Etabs? Thank you ...
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Well done Engineer 👍👍👍👍
Great work. Really educational. Keep up the good work
Thanks
Wonderfull explination..PLs..how to apply wall load on waffle slab edge that had no baem....thanks
Thank you very much.
Welcome
sir>>>why prota did not drawing the ribbed and the waffle steel details?
هل يمكن اصمم بلاطة مسبقة الاجهاد في برنامج بروتا
Sir.. how to show the cut section reinforcement detail ?
Hello BD, could you please design a flat slab with detailed reinforcement using prota structures. Thanks. Keep up the good work
its similar with the way you model flat slab on orion
Slam alaikom
Many thanks to your efforts
W.Salam. Welcome
Great video. Sir please I don't know why the rib beam section doesn't update when you change in the section database. For instance when you change the rib section to T beam. It doesn't update. Can you help out with the explanation on that. I will be sincerely grateful
السلام عليكم
Asalamu alekom Engineer
Wich better , prota structur or Etabs ?
Wich one more simple to use?
Is this program acurate like Etabs?
Thank you ...
Which is best? Etebs or prota
Assalamoalikum sir... Great effort... All the best
W.Salam. Thanks
Will this approved by Muscat baladiya they only understand Staad n Etabs
why prota did not drawing the ribbed and the waffle steel details?
How to crack prota structure?
how can i change rib direction
Highlight ribbed slab ppties> insertion>change rib angle from 0 to 90
download portar crack?