Aaron, awesome job! This tutorial was incredibly thorough, and I appreciate how you highlighted where all the hiccups and challenges lie with the families. Coming from a Tekla and SolidWorks background, I found your explanations clear and super helpful for navigating Revit. Your teaching style makes the transition much smoother-thanks again for putting this together!
hi, would you share the families you used to be able to do this model? like, girt, beams, columns, and conections systems, please>? otherwise this would be impossible to follow, thank tou in advance
How come this video has no comments….this is top notch brother…I learnt a lot from this video.wow….and am going to watch every of ur videos…..pls do u have any video on subdivisions of lots….I have problems with it.
Great video, wondering if there is a way to flip a standard knee frame haunch connection? I have a cantilevered beam which requires a haunch but the haunch always hosts to the other side. Sure there is a way to flip but cant remember
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Saved me with this one. I was going mad about understanding how to create my intersection. I have an issue now with sections beeing created not per meter (as specified) but some intervals have like several tens of sections. Don't understand why it is genereating so many. Luckily it doesn't affect performance too much :)
please sir urgent question .... at the video time 19:40 for the curve target options, im using civil3d 2023 but no any options or choices for these? the curve corridor is not extended to the intersection point only with curve
Thanks so much , I really love the way you teach with necessary many of important tricks and pattern of your teaching. Thanks again keep it up your great work. 🙏🙏
This and 2st method just can create an intersection with the same width of sidewalk for both cross roads. So if the width of the sidewalks are different, how can we create a curb return?
I appreciate you for useful videos, your videos and how you explain things is really interesting for me. I have a question about longitudinal profile and would be garteful if you can answer me. In your intersection videos you did not talk about the profile of exact point of intersection. I mean is any changes needed for profiles that are joining in a point? maybe designed profile are in diffrent levels at intersection point. In this video because of the topography that is flat we have not had any big problem about differenciate level of profiles.
Hi Aaron, Thank you for sharing this tutorial. I am learning from your videos. One problem I encountered. while array command to bolt and plate connection in Revit. this error is showing. please solve this "Can't create an array because the selection cannot be grouped"
