Giving the floor plus jeans

[Selale]

Good work, take it easy. I'm having a bit of a problem with leveling the floor and joists in my project. In the basement ceiling, the D03 floor must be at +0.80 elevation. The normal shop section is at +0.10 elevation. On the stair landing, I noticed that he did not move the slab edges from 0.00 to +0.80. I had a problem with the analysis of the K04 beam, to which that slab was connected, as well, I guess because it could not recognize the slab at +0.80. Also, even if I make the raft slab (40cm normally) 100cm, I get the error in the report that the cross section is insufficient and the reinforcement is insufficient.

 

[unver]

Hello My suggestions; --In the basement floor: +0.80 level to S03, S04, S05, S05 column and P09 curtain --In order to avoid overlapping, -0.80 level to S03, S04, S05, S05 columns on the upper floor --Give the basement floor K11 beam from the curtain end. --K05 delete K04 in the basement floor, if you give a height of 0.80+0.32=1.12, you will get both D03 and D04. (otherwise, a short column will form in one direction.) --Make the narrow side of the columns 30 cm --The K16-K17 beams are not continuous, there is how to do it in the forum. . Solve the system semi-rigid by supporting the ladder. If the raft foundation doesn't recover after these fixes, we'll look again. Take it easy Unver ÖZCAN

 

[Levent Özpak]

Good work, take it easy. I'm having a little trouble leveling the floors and beams in my project. In the basement ceiling, D03 slab should be at +0.80 level. The normal shop part is at +0.10 level. On the stair landing, slab edges I noticed that it did not carry it from 0.00 to +0.80. I immediately had problems with the analysis of the K04 beam to which that slab was connected, I guess because it could not recognize the slab at +0.80. Also, even if I make a raft slab (40cm normally) 100cm, I get the error in the report that the cross section is insufficient and the reinforcement is insufficient.[/ quote] Hello, as stated by Mr. Ünver, in the case of positive elevation of the beams in the program, the columns and walls to which the beams are connected should be given an upper level, and vertical continuity must be ensured by raising the same columns and curtains on an upper floor. In its current form, the AS(-) warning in the raft slab is due to the lack of additional reinforcement. and the problem can be solved by choosing larger rebar diameters for rebars. Good work