console floor question

E

epoxi

New Member
In the pictures I added below, it would be appropriate to choose the console for which picture. In the first picture, there is a gallery space in the middle of the floor, so I was confused while determining the calculation axis of the floor. Would I be wrong if I chose the shape of the reinforcement on top of it, thinking that since the gap remains in the middle of the slab and its dimensions will be small compared to the slab, it will not affect the behavior? In the 2nd picture, since only one side of the slab is console and the other 3 sides are continuous, how would it be if I arrange the reinforcement axis straight on top, this slab saves the deflection condition, but when it does not, there is a problem in some slabs? Also, I didn't know how to transfer the load to the beams for this flooring. I would appreciate if you can show me with drawings. I hope many friends will benefit from it when my questions are answered. Thank you.
 
greetings, first of all, thank you for your answers. What you said about the program made a lot of sense. The mesh logo is ideal for floors in exactly these cases.
 
After performing the slab analysis, you can examine the visual graphics about both slab stresses and reinforcement status from the 3d screen and get more satisfactory information.
 
I couldn't find the reinforcement images from the 3d screen, how to access this menu, I'm the only demo user. As an alternative to what you said, I examined the moment diagrams from the Slab reinforced concrete menu. Accordingly, I decided how to construct the reinforcement. This was easier for me.
 
As in the attached picture, you can watch both effects and reinforcements from the right click 3D frame, then the tiling results and the shell results. (The fact that it is a demo does not limit any feature of the program except for printing) Note: You must have analyzed.
 
Thank you for your interest ! yes, I found this section, but this time as1 is the reinforcement area for the 1st account axis, if the reinforcement area is as2, it must be the reinforcement area for the 2nd account axis.
 
"epoxi":x483m3i0" said:
thanks for your attention!yes I found this section, but this time as1 is the reinforcement area for the 1st account axis, if the reinforcement area is as2, it must be the reinforcement area for the 2nd account axis :D I wish the abbreviations in this section were also f1 in the program For example (what is m11 m22 m12 f11 f22)
Click to expand...
Hello, Coordinate system and end force directions for shell elements are explained in the attached document:
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