about ornamental flooring

M

mhmt_ali

New Member
In the project I have done, even if I give the length of the ornamental flooring (20 cm flooring) 4.50 m and the flooring thickness of 20 cm, the deflection exceeds the limits. It even saves 15 cm when friends do it in other programs. I wonder where I might be doing wrong while defining.
 
Do not define transverse reinforcement axis (the green one) on these slabs so that no control will be made in that direction.
 
Even though I specified reinforcement axis only in the green direction, it did not save 15 cm slab thickness. Is there something I did wrong?
 
You need to delete the green (long) axles. Program min. It considers the main span for slab thickness control to be long because of the horizontal axles. In addition, if you do not check the box "this beam carries console slab" from the properties of the K01 and K02 beams that carry these floors, your floors will deform excessively, therefore the deflection limit may be exceeded.
 
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