STAIRS

B

boyutmim

New Member
1- Is it normal to take one of the existing stairs in the program into account in the system and not see the reinforcement in reinforced concrete and not get the staircase drawing? Should I be equipped and hand drawn in 3D as in the old version? Or do I need to create it with the help of the Route command? 2-What could be the reason why the panels do not throw head reinforcement even though the hw/lw <2 condition is met? 3- I couldn't figure out what tf/m2 unit is. Thank you for your interest.
 
1) After drawing the ladder, you have to take the calculation axes and make the ladder calculation, so you can see the equipment and the drawing 3) tf/m2 = tonforce/square meter = ton/square meter is the stress unit. good work
 
I still haven't learned if I can see the stairs available in the program in reinforced concrete as a result of the analysis and if I can get the application.
 
Of course, you can see it, but if you just draw the ladder and have a ladder analysis, that won't happen. After choosing the ladder, you should choose the draw axis command in the stair box and draw the account axis as in the floors, then you should have the stair analysis done so that you can see the stair fittings and get the stair drawing.
 
Thank you for your attention, but I have one more problem :) I want to get a three-armed staircase detail. I think I need to specify a axis of calculation in two directions for each arm and landing. When you do it this way, it makes a separate section for each axis of calculation in the drawings and a complex drawing emerges. Can you add an example ladder? Thanks.
 
"dimension":3onzvpew" said:
Thank you for your attention, but I have one more problem :) I want to get a three-armed staircase detail. I think I need to specify a two-way axis for each arm and landing. When I do it this way, I have a separate account for each axis in the drawings. It cuts a cross section and a complex drawing emerges. Can you add a sample staircase? Thank you.
Click to expand...
Hello, You must specify the continuous areas on the staircase with the same axis of calculation. For example, landing and left arm are one calculation axis, landing and other arm are in one account. You must define it with the axis of calculation so that the reinforcements and of course the sections can be drawn in its own continuity. You have the possibility to select more than one area during the definition of the axis of calculation. I am adding an example. I put two stairs in the example, the staircase on the left is defined as it should be, and the one on the right is probably as you tried to describe it. You should define it like the ladder on the left... Good work..
 
Hello, I have defined and analyzed the calculation axis for the 3-arm ladders in our ladder library, you can review the Reinforcements and Drawings.
 
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