Without talking you just made one of the most informed and clear video tutorials i've seen of Robot.I was having some problems with the claddings and transferring the loads only to the purlins and this helped me a lot. Well i could do a 2d calculation, just need to transfer the loads but now i have to try this. You ignored the rafters in the load transmission right so when you use the claddings they only transfer loads to the purlins,right?
hell done, your a pro my friend, do you have more tutorials from Autodesk Robot Structural Analysis? or a web where i can't find more? if you have plese let me a link or a email. thank you
Спасибо вам за это хорошее видео, и у меня есть запрос, значения для момента немного больше для момента, 177,86 и я попытался изменить код 1993-1-1992 и ничего не изменить, если это возможно комментарий и вы все благодаря,
That was wonderful!! I must be buying this product!!
excelente video!!!
This is a wonderful video.. Thanks for it..
Thank you very much !!
Mersi mnogo :)
Without talking you just made one of the most informed and clear video tutorials i've seen of Robot.I was having some problems with the claddings and transferring the loads only to the purlins and this helped me a lot. Well i could do a 2d calculation, just need to transfer the loads but now i have to try this. You ignored the rafters in the load transmission right so when you use the claddings they only transfer loads to the purlins,right?
Great Tutorial!
Can you please share also the job preferences u chose for this model.
Such as Material, and Anchor Bolts, and such..
thanks for it.
Thanks
wa3er bzzzzzzzzzzzzaf thanx c super :=)
thanks
Great video but unfortunately no sound.
Anyone knows how to place the purlins on top of the beams?
hell done, your a pro my friend, do you have more tutorials from Autodesk Robot Structural Analysis? or a web where i can't find more? if you have plese let me a link or a email. thank you
In 9:02 I couldn't understand why you have chosen "One-wayX" load distribution. Could you explain please?
Adam Insanoff becase clading is piece of sheet iron. if it is a panel concrete we chosen "two way"
Спасибо вам за это хорошее видео, и у меня есть запрос, значения для момента немного больше для момента, 177,86 и я попытался изменить код 1993-1-1992 и ничего не изменить, если это возможно комментарий и вы все благодаря,
why column-beam (two-sided) connection is freeze???
it isn't active in educational edition???
(an answer please..)
CUANDO TE QUEDASTE MUDO