Advice about the project

"semra123":243kplfd" said:
I can't analyze the parking project consisting of 2 basement floors because there is no non-rigid floor to solve
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You gave the answer yourself in the question you asked. So what is it, there is no need to define a rigid floor if there is no non-rigid floor.
 
I can't define pillow beams Hello Dear Colleagues, I have an Asomelen construction, a 3-storey building with a total of 450 m2, including a basement. But it doesn't keep count. I cannot define the pillow beams exactly because the program does not accept pillow beams for the places where I draw the curtains. And most importantly, what are your suggestions for what I can do to keep the account completely?
 
Re: I can't define pillow beams Hello My Suggestions:
"Mert Kaymaz":2yqrwmzn" said:
I cannot define the pillow beams exactly because the program does not accept pillow beams on the places I draw curtains.
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--After calculating beams In the formwork plan drawing, you can straighten (extend) the beams in places that do not accept pillow beams, and you can arrange the beams in the beam drawing accordingly, --It is difficult to ensure overturning in hollow floor structures. --If it were me, I would solve this structure as a tape by making beams overhang on the outside.
 
Errors in my un-beamed tiled project I am requesting help from my experienced colleagues on the subject. I cannot fix the errors in the attached project. I have read and applied all the explanatory information in the forum about cork flooring, but I could not find a solution. I am doing a tiled project. I would really appreciate if you can help.
 
Re: I can't define pillow beams
"Mert Kaymaz":2md8tpih" said:
Hi Dear Colleagues, I have a construction in Asomelen, a 3-storey building with a total of 450 m2, including a basement. I can't define it because the program does not accept pillow beams to the places where I draw the curtain. And most importantly, what are your suggestions for what I can do to keep the calculation completely?
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The beams must be connected to the curtain from the internal joint in the rigid direction. In this case, the program will connect the curtains to the beams, and the beam reinforcements for the curtain will be TBDY 2018 item 7.4.3 will be drawn to meet the min(>=lb;>=50fi) conditions as stated in Figure 7.7 Good work
 
Re: Project Design and Problems Encountered Hello. Is it just me that v10.20 is more unstable than other versions? especially when moving fast the program closes all the time. For example, when the analysis is finished, the program closes when you request a report right after you say OK on the screen. Or, after saying the analysis model on the 3d screen, when you click somewhere with the mouse, the program closes. I had to correct and redraw the same project dozens of times. I wonder if the problem is on my computer or if others are facing the same problem.
 
Re: Project Design and Problems Encountered Hello
"civilization":1at9nfq3" said:
I wonder if the problem is on my computer or if others are facing the same problem.
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Add the project and the same situation occurs in us Let's see. Unver ÖZCAN
 
Re: Errors in my beamless tiled project
"senem1980":r3abm2k7" said:
I am asking for help from my experienced colleagues. I cannot fix the errors in the attached project. I read and applied it, but I couldn't find a solution. This is the first time I am doing a project with floor slabs without beams. I would be very grateful if you could help.
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Hello, I have examined your project in general. Please review the following issues about modeling. -In non-beamed slabs, the reinforcement axles are top+flat reinforcement at the bottom. You can use the "Reinforced Concrete Calculation Axis Edit" command. -In some floors, the column heading is defined by giving zero height and table height values under the columns directly connected to the floors. There is no need for this. In the program, the stapling control is automatically performed on the columns that are directly connected to the slab. - The beam is connected in one direction also defined column caps for columns. Stapling control beam can not be connected. The moment is done at the column and curtain ends. Stapling controls made by defining the column head in columns connected to beams will not be healthy. In such systems, after the solution according to the semi-rigid diaphragm method, the slab out-of-plane stresses on the sides of the column controlled from the 3D analysis model can be examined. (You need to multiply the earthquake stresses by d.) And the punching control can be done manually according to the stresses obtained from here. -I suggest you to examine TS 500 Figures 11.3 and 11.4 for the column head. -S4 column connected to curtain P02 should be entered as a curtain and modeled together with P02 as a curtain group. (Short curtain should be modeled as a short head curtain since it does not provide 1/6 dimension ratio.) -P103 curtain is modeled as a single curtain group on the 1st floor and attic. P01 connected to P03 is not included in the curtain group. - D05 sloping floor in the attic is not connected to S1-S2-S3 columns. - Stapling control is not performed automatically for columns connected to inclined slabs in the program. - In the rafter raft foundation model created, it is appropriate to enter a continuous foundation under the P03 curtain. -It is appropriate to enter data in such a way that the continuous foundation nodes coincide with the curtain joint points and the basis is formed continuously under the curtain. -There is no need to define ampathes for continuous foundations in the rafter raft foundation system. -I recommend a superstructure interactive solution. -I recommend placing your curtains symmetrically on the carrier system. -For a more precise calculation, I recommend making the analysis by reducing the width of the slab, curtain and raft finite element. -The ground bearing strength value entered in the analysis settings seems a little low. I suggest you to check if it is calculated according to TBDY 2018 Section 16. About the possible solutions of the section deficiencies encountered in your project; -You can check the link below for the solution of the slab stapling problem.
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. - In case the curtain group capacity ratio is exceeded, the curtain dimensions can be enlarged, the number and diameters of curtain head reinforcements can be increased, and improvements can be made in the carrier system to reduce the effects on the curtain. -For the solution of slab stress problems, it can be examined with the link below;
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-Force control transferred from slabs
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Good work
 
Re: Project Design and Problems Encountered
"civilization":1zs2gzod" said:
Hello. Is it my opinion that v10.20's instability is more than other versions, especially when it moves fast, the program keeps crashing For example, the analysis is finished, the analysis is over. When you ask for a report right after you say "OK" on the screen, the program closes. Or when you say analysis model on the 3d screen, and click somewhere with the mouse, the program closes. I had to correct the same project dozens of times and redraw it. Is the problem on my computer or do others face the same I wonder.
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Hello, there is no systematic shutdown problem as you mentioned in the v10.20 version. The problem may be caused by your computer. The suggestions below may solve the problem. -Close the program and reinstall Microsoft C++ plug-ins from the link below.
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-Using the program's open GL supported video card check it out.
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If you're having trouble with a single project , if you add the project file you are having problems with, specifying the steps, we will review it. Good work
 
I know that I opened the subject in the wrong title. I couldn't fix the KÇ10 beam and the error stated in the report in the steel project I was trying to solve, can you help?
 
Hello there; It looks a different loading than your other beams. Can you check your loads? If your loads are correct, you should increase the material or cross section of the beam. The other mistake you call tipping control is you need to increase your sections and the stability of the structure. It can be more efficient if you use a moment transmitting frame instead of using a vertical diagonal. Wipe the diagonals and connect the column beam connections with 4 bolts, unstabilized butt plate joint, cap plate bolted joint etc. you can use. Using IPE or HEA as a beam section may give more economical and appropriate results.
 
I could not keep the account in the hollow floor system Hello Dear Colleagues, I have a villa with basement+floor+1 floor asomeline flooring. The building area is 250 m2. But no matter what I tried, it doesn't count. Although my column sizes are very large in the system, I cannot keep the account. I would like to get your opinions on the design. And in many places I can't throw more curtains because it spoils the architectural project. Can I have your design ideas about beam dimensions, rib dimensions or column dimensions in the current project?
 
Re: I couldn't keep the account in the hollow floor system because the file is too big, I can't add it. But your suggestions are very important to me when you look at your design proposal as a plan. About sizing ribs and sizing columns ? Even though my columns are 30/90 and I throw a lot, the account still does not hold.
 
Re: I can't define pillow beam But it doesn't keep an account. Even though I throw a large and wide column, it still does not hold the account. My pillow beams are 60/30, columns 90/30. The building is small, not too big, 250 m2, 450 m2 in total. It is a 2-storey building. What is your design suggestion, I can't add more columns and curtains, it's already enough
 
Re: I can't define a pillow beam
"Mert Kaymaz":35fiw77y" said:
I can't add the file because it's too big. But your suggestions are very important to me when you look at your design proposal as a plan. About ribs sizing and columns sizing Even though my ? columns are 30/90 and I throw a lot, it still doesn't hold account
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"Mert Kaymaz":35fiw77y" said:
But it doesn't keep account. Even though I throw a large and wide column, it still does not hold the account. My pillow beams are 60/30, columns 90/30. The building is small, not too big, 250 m2, 450 m2 in total. It is a 2-storey building. What is your design suggestion, I can't add more columns and curtains, it's too many already
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IdeCAD project file
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etc. You can upload it to a site and give the link. Based on this information alone, it is quite difficult for forum participants to offer You a solution. Good work
 
Hello. , --Mark the curtains as basement curtains, --Determine the support conditions of the staircase, --Finish the calculation by making all the finite elements 0.25 m in the final calculation, As a result of the calculation, you correct the errors detected in the project.
 
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