Your lectures are intuitive, you have solved one million one peoples problem not just with this software but others as you open my eyes to moments releases. I usually have funny reinforcement details for transfer columns but this lecture has solved that. Thanks a lot
You can add wall load on cantilever by using either additional slab load or parapet load in the cantilever slab property box by specifying the actual wall model you will have
Sir adding my support , I did exactly as in your video but I notice the column coming doing from the cantilever will not be visible in my 3D but when I click of my foundation plan that same column from cantilever will be on story zero
And also at foundation level issue, that is one downside of the software. Because it see the support as part of foundation elements, so it appears at storey 0. What u can do during detailing is to remove that particular column at that level. But for ur analysis results you will be ok I guess.
Your lectures are intuitive, you have solved one million one peoples problem not just with this software but others as you open my eyes to moments releases. I usually have funny reinforcement details for transfer columns but this lecture has solved that. Thanks a lot
Thank you but mine is still reporting collision for the members when I run building model check
You're doing a great job sir, keep up doing the good work.
I would like to have a chat with you more if you don't mind sir, I would be glad
Sure. Chat me up on telegram
Thank you for dishing out this solution but in a case of adding wall loads to the cantilever without the beam, how are we going to do it?
You can add wall load on cantilever by using either additional slab load or parapet load in the cantilever slab property box by specifying the actual wall model you will have
Sir adding my support , I did exactly as in your video but I notice the column coming doing from the cantilever will not be visible in my 3D but when I click of my foundation plan that same column from cantilever will be on story zero
And also at foundation level issue, that is one downside of the software.
Because it see the support as part of foundation elements, so it appears at storey 0.
What u can do during detailing is to remove that particular column at that level. But for ur analysis results you will be ok I guess.
OK thank u sir