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Great job you did here. You made the work easy as i have tried to learn the program and its frustration cos of the long processes involved. Thank you sir
Hi , is it possible to change material ? For example pillow and mattress with diffirent materials so i can render or all cames as a one material so in render program it will be showing as a one color ? Thanks
Hello, thank you for the video! Why do you create a framing elevation when you can just use the normal default elevation? Does it make a difference? I assume its just to create an elevation perpendicular to the plane you want to work in if your building is oriented differently, right?
The partition can be grouped instead of showing the same value in cells just by hiding the column after sorting it as you have done. That is why the title of the tab is 'Sorting & grouping'.
If my guess is right on what you mean you will get 'varies' value if you combine parameters of different values. For examble look at the two bases in the video, the two have different bar marks and different lengths of the rebar on them. So if you combine you get "varies" value. You can combine partitions of exactly same values...From the lesson the two bases are of different type , actually where supposed to be named differently e.g Base 1 and Base 2. They are not supposed to be combined. If my explaination is different from your question let me know. Thanks for feedback
Hi Sir, first, I thank u for ur amazing Tutorial. secondly, if u don't mind, I have two questions to ask: 1) Why have u modelled the slab and Staircase under the Architectural model? and 2) Can we make a complete Structural (Foundation, Beam, Column, Slab and Staircase) and Architectural (Wall, door, windows,...) in one model? I mean, can we prepare a single model with mixed Structural and Architectural components? I would appreciate if u can share ur whatsapp contact #. Thanks
Nice tutorial, but from a structural point of view, your retaining wall footing should be the other way around; the bigger dimension should be behind the straight part of the wall. It soil on that will act as a stabilizing force to overturning and sliding when you perform the checks. Also the rebar on the inclined part of the wall is not necesary. You only have compression on that side, no bending moment, so no need for it. Maybe for constructive reasons.
Greetings Sir, I notice that the course is not complete. Chapter 16 (Drawing sheets creation and presentation) is still under construction, When should we expect it?