I have beams over 7 meters in my project

[gencideci]

I have beams over 7 meters in my project. The project I have attached. it throws an error on the beams. The person I work with said that the tape plays more easily and does not put the beam in the middle because it is a shop. so beam addition cannot be done, we need to save it this way. waiting for your return... File link

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ılbağ_Çalışma.rar.html

 

[unver]

Hi My Suggestions: --Remove the 4,3,2 floor ticks in the floor settings, --Give the RD2 slab given on the ground floor at the 1st basement, --Let the ground floor raft foundation press on the 1st basement floor curtains, --There is a curtain in the building Rx= Ry=7, (make it with the wizard's direction.) --Lift curtain group, --L column by combining S6-S4 columns, --Cassette teeth in X and Y directions continuously, --HY 0.500 t/m2 on balconies, --Cassette laying There is HY on it 0.350 t/m2, -- HY 0.350 at the landing, --Take HY and coating load on the rib beams. --There are no wall loads on some beams, check, --Will the elevator machine floor not be placed? --Put a beam on the landing to support the ladder, --Fix the errors in the geometry control, Unver ÖZCAN

 

[gkhn28]

My project will be used as a textile workshop. In my project there are 7.60 openings in one direction and 10.35 openings in the other direction. This is the first time I am doing a project with such a large cross-section. Can you look at the project and comment?

 

[unver]

Hello

my project will be used as a textile workshop. There are 7.60 openings in one direction and 10.35 openings in the other direction. This is the first time I am doing a project with such a large cross-section. Can you look at the project and comment?

In three floorings, The floor thickness of 22 cm is not enough, if you make 23 cm, it will improve. However, the height of the beams should be 23 * 3 = 69 cm. Ünver ÖZCAN

 

[sahinsukru]

my project will be used as a textile workshop. There are 7.60 openings in one direction and 10.35 openings in the other direction. This is the first time I am doing a project with such a large cross-section. Can you look at the project and comment?

My suggestions; 1) You can divide the slabs into 3 parts with secondary beams in the direction of the long side. Thus, you can reduce the slab thickness and transfer the load to the shorter beams. 2) In the workshop floors, you need to get the Live load participation coefficient of at least 0.60. ( tbdy page 47 Table 4.3. Live Load Mass Participation Coefficient) 3) You may need to determine the fixed load by considering the usage situation of the workshop (stacking, machine weights to be used, etc..) 4) The coating load and live load should be entered especially for wide beams 5) For the height that does not require deflection in beams, TS500 Page 61 (TABLE 13.1 - In Bending Elements) You must use (Height / Span) Ratios that do not require Deflection Calculations, otherwise beam deflection values You should pay attention to it. 6) Roof spaces can be used for stacking purposes in such workshops, if there is such a possibility, this should also be taken into account. Good work