Hello After performing my concrete code check for beams and columns, everything on the beams was okay but in my columns some were red. You talked about going to design criteria for rebars by member, how do I fix my problems there?
hi, before proceding to the design, you autogenerated the combinations and you said that for a real project this has to be done also for the "B direction" could you please explain how to do it? Thank you
Can you change the design for a particular frame from special moment frame to say ordinary moment frame. Say you want only the external frames as special moment and the internal as only gravity frames?
This means the type of 1D element you use is incorrect. Truss elements only support tension and compression. You have to change to beam element which support also moment in order to do a P-Delta Analysis.
hi..When i try to assign the floor loads, i receive an error message stating "[Error] Floor Load (Number=1) contains errors. Elements that cannot be loaded exist within the loading area. Check if there is a cantilever or an element that is undivided and intersects other elements," ...how can this be solved?
![[midas Gen] Dynamic Report Generator](/img/n.gif)
Hello
After performing my concrete code check for beams and columns, everything on the beams was okay but in my columns some were red.
You talked about going to design criteria for rebars by member, how do I fix my problems there?
How can I calculate Beam and column sizes for a given RC building?
hi, before proceding to the design, you autogenerated the combinations and you said that for a real project this has to be done also for the "B direction" could you please explain how to do it? Thank you
i m working but i never saw a single building with that type of symmetry why they don't work on real practle type of building design
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great tutorial
Hi , may i know when do we click the button of reverse i-j when creating columns?
hey, how do I detail my designed structures after analysis
Can you change the design for a particular frame from special moment frame to say ordinary moment frame. Say you want only the external frames as special moment and the internal as only gravity frames?
Is it possible to get hard copy of the tutorial?
@@gordonwamboga1652 it is difficult to get hard copying the tutorial ;)
in your model, there is no floor slab. So how to consider for floor self weight?
You can make slabs using 2D she’ll elements
Do you also design the steel structure？
hello sir may ask
why there is no stairs on the building
im just new to this software
Stairs aren’t a structural element which contribute to the safety of the building, it’s a more like a load.
@@Feaforall so it will be applied on the floor load?
@@ryanv6833 you need to applied the stairs loads directly to the main structure. Do not model the stairs integrated with the building.
Hi @Cyprien Rusu
I got this message when I tried to run analysis
[Error] Compression Only Truss Element cannot be used in P-Delta Analysis.
This means the type of 1D element you use is incorrect. Truss elements only support tension and compression. You have to change to beam element which support also moment in order to do a P-Delta Analysis.
Madam ,Will you learn me Midas Gen on line ?
would anyone give me the link to download the program please ?!
+ibrahim yasser you can download a trial on en.midasuser.com
Cyprien Rusu thank you so much
hi..When i try to assign the floor loads, i receive an error message stating "[Error] Floor Load (Number=1) contains errors. Elements that cannot be loaded exist within the loading area. Check if there is a cantilever or an element that is undivided and intersects other elements," ...how can this be solved?
Do you solve the problem?
are you french romanian ?
Lol, just French
is this steps still okay for 2020?