Entrance to the building from 100 cm below the floor level

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bartayd

New Member
take it easy, the architectural project and static solution are attached. architecturally, the entrance to the building is 100 cm below the basement ceiling. Despite my hard work, there is no reinforcement in the beams and he wants to solve it with more than one diaphragm. I would really appreciate if you can help. I'm also thinking of switching to ide 8. Take it easy have a good day. bed coefficient: between 1000-2000 (t/m3), ground safety stress: 1.0 kg/cm2 dwg was not accepted. no need anymore.
 
If you check the beams that are divided by intersections, the reinforcement problem will be solved. All of the intersecting beams are modeled incorrectly. If you think you can work with a single rigid diaphragm, you can tick that option. I would like to mention an extra issue in your message. For example, the ground floor k22-k63-k24 beams are not actually continuous beams. In reinforced concrete configuration and naturally, continuous beams appear on the reinforced concrete beam tab. You have to set these beam reinforcements manually from the beam properties in the reinforcement section.
 
Hello, my suggestions: -- When I make a static account, K194 reinforcement is put. --still k192-K194-k196 is not a piece, but after giving it from column to column with a single name, stick it on K193 and K195, --in semi-rigid diaphragm solution, place the ladder by taking into account the support conditions and solve it like that, --Check the wall loads, Take it easy Ünver ÖZCAN
 
"bartayd":chrpdeam" said:
take it easy, the architectural project and the static solution are attached. The entrance to the building is 100 cm below the basement ceiling due to architectural reasons. Despite my hard work, there is no reinforcement in the beams and I want to solve it with more than one diaphragm. I would be very grateful if you could help. I'm also thinking of switching to ide 8. Have a nice day.
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Hello, -Multiple rigid diaphragms are detected due to the D227 slab in the basement floor being at the -100 level. In order to make a solution according to a single rigid diaphragm, in the Static/Reinforced Concrete Tab of the D227 slab properties - Select "Create a rigid diaphragm" option.For K193-K195 beams and K181-K183 beams at -100 level, use the Modify/Object Edit/Beam-Foundation/Consoles command -Not a cantilever- option Note: -Make the part names of the dividing beams between the columns the same (For example, beams between columns S01-S07, S05-S12 etc.) Good work
 
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