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Creating a spiral staircase without a landing
- Thread starter sevdae
- Start date
Levent Özpak
New Member
Hello, You can create the staircase as attached. -Creating the ladder"sevdae":31u33ix6" said:Good work guys, I couldn't draw the spiral staircase without a landing in ideCAD, can you help me?
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-Defining the ladder support conditions
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Good workHello, Brother, are you drawing the ladder in 3 parts? Also, are you drawing from architecture?"Levent Özpak":2ryjxfdj" said:Hello, You can create the staircase as attached. You can get information about the creation of stairs and the determination of support conditions from the links below. -Creating the ladder"sevdae":2ryjxfdj" said:Good work guys, I couldn't draw the spiral staircase without a landing in ideCAD, which I added a picture of, can you help?You do not have permission to view link Log in or register now.-Defining the ladder support conditionsYou do not have permission to view link Log in or register now.Good work
Levent Özpak
New Member
The staircase can be created by taking the base from the architecture. The attached staircase was created based on the pictures added by Mr. "Sevdae". Good work
Levent Özpak
New Member
I suggest that the ladder be solved together with the structure. If you are going to solve it independently of the structure, you can enter the ladder loads as an additional load on the relevant elements. Dissolving the ladder with or without the structure has no effect on the definition of the ladder reinforcement axes. Reinforcement drawings of straight-armed ladders are made automatically in the program. Reinforcement drawings must be edited for spiral arm ladders. Good work
I tried to make a solution with the structure, but the reinforcement diameters are large. Like 18-20. Why could it be? Could it be one of the supporting conditions? Or could it be caused by account axles? In the video you linked, the account axis is thrown along the direction of the staircase, but while I am throwing the account axis, it cuts the account axis at 6 steps?
Levent Özpak
New Member
The bracing conditions of the stair edges may not be defined correctly. I suggest you watch the video that describes the arrangement of the stair support conditions.
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