Advice about the project

Good work, In my cassette system solved project, I keep getting the d02 reinforcement insufficient warning on the basement floor. Even though I increased the diameter of the floor reinforcement and the diameter of the reinforcement for the rib beams, it did not improve and the reinforcement I defined for the elevator tower does not add to the floor. basement floor is a rigid system (there is a change in the architecture in the project, so do not take those plans into consideration).
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"engineer":2w0h6qjq" said:
Good work, In my cassette system solved project, I keep getting the d02 reinforcement insufficient warning in the basement, even though I increased the slab reinforcement diameter and the reinforcement diameter for rib beams, it did not improve
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Hello, for the left side of the D02 slab define the carrier system beam. (We took the problem of giving an As(-) warning on the D02 slab in our notes.)
does not add reinforcement to the slab I defined for the elevator tower. by defining the floor in height. Good work
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"Levent Özpak":3lyso6lo" said:
"muhendise":3lyso6lo" said:
Good work, In my cassette system solved project, I keep getting the d02 reinforcement insufficient warning on the basement floor, although I increased the floor reinforcement diameter and the reinforcement diameter for rib beams, it did not improve
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Hello, define the load-bearing beam for the left side of the D02 slab. (We included the problem of the As(-) warning on the D02 slab in our notes.)
does not add reinforcement to the slab I defined for the elevator tower.
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Create the elevator curtains by defining a floor with a height of 135 on an upper floor instead of giving the D03 floor at +135 cm elevation. Good work
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Thank you
 
"NYILMAZ":29i5d986" said:
Mr. e.zrl I looked at your project. It looked like a project that needed to be solved easily. With a few adjustments, the result was achieved. Respectively: - Make a beam in front of the elevator. You should also make beams on the side of the stairs behind it. There will be walls. and therefore you may have to press the wall onto the stairs.On the other hand, the P3 curtain will be included in the system in the y direction, even with a stud beam. - Let's come to your floor in front of the elevator (D11); Since the Y direction of this floor coincides with the slab edge of the calculation axis, the program will be called cantilever slab in automatic definition. First of all, you can shift the reinforced concrete calculation axis (if you are not going to make beams) or you can convert the reinforced concrete calculation axis into flat + pillar shape with edit. - You have entered the floor load of 0.500 for all floors. I don't know if this value is suitable for use. Maybe it can be like this on lower floors (Bodrum, Ground, etc.). If this is not the case on other floors, check the loads.Also, check the thickness of the entire floor by 15 cm. you entered. Accordingly, the self-loads and the mass of the building will increase. This will cause you to achieve challenging results. (like earthquake effect, basically stapling etc.) - Again, if not necessary, you can lower the live loads on the attic and remove the wall loads on the beams. The ground tension value is already very low, I think there is no point in loading the building unnecessarily in such a case. -I'd like to make one final criticism. Most of the columns look in the same direction. If it were me, I'd be surprised. Especially the ones on the same axle. When you do it this way, you won't have any problems, including the foundation. In general, sending projects is not my preferred method, but I am sending you your project as an attachment. Good work. N. YILMAZ Note: I think your reason for entering the P1 object as a curtain, even though it is in column size, is reserved for you.
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Sir NYILMAZ, could you please take a look at the project I added, Mr. Levent explained the solution of the problems, but I would be very happy if you would look at the project system in general.
 
I drew the 300m3 drinking water tank that I added in the appendix as a single layer. but I need to add a walking platform in the middle of a single floor, but I can't add any other tiles because I'm adding regular flooring. How can I add a walking platform to the door entrance. I can't solve the beam-column combination error, can I also incline the raft 0.5%?
 
"mehdiduman":2zha3vcg" said:
I drew the 300m3 potable water tank I added in the appendix as a single floor. However, I need to add a walking platform in the middle of one floor, but I cannot add another floor because I added a normal floor. How can I add a walking platform to the door entrance. Also, beam column combination I can't solve the error
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Hello, -You can model the walking platform with the ladder command. You can enter the stair height as zero, edit the stair level and select the construction ramp. (Indicate that the stair braces are arranged together with the building according to the solution conditions and connected to the curtains) -For the solution of the joint shear safety problems You can review the 9th article of the frequently asked questions document.
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Some project notes; -Your building may need to be evaluated outside the scope of TBDY 2018. I suggest you to review TBDY 2018 item 1.1.7. P02-03-10-12 curtains defined by giving +400 cm elevation are not connected to the floor and vertical continuity problem occurs. In order to solve the S01 and SO2 columns together with the slabs, the analysis should be done according to the semi-rigid diaphragm method. -The elevation of the gap opened in the P04 screen is incorrect -It would be more appropriate to model the dilations in separate project files. Good work
 
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Hello, how can one be followed to reduce the soil stresses in the raft foundation and the excess reinforcement in the columns in the lower floors (upper by floor) how can it be balanced? Thanks in advance for your help.
 
"Levent Özpak":lp3b70gb" said:
"mehdiduman":lp3b70gb" said:
I drew the 300m3 drinking water tank I added in the appendix as a single layer. but I need to add a walking platform in the middle of a single floor, but I can't add any other tiles because I'm adding regular flooring. How can I add a walking platform to the door entrance. Also, I can't solve the beam-column combination error
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Hello, -You can model the walking platform with the ladder command. You can enter the stair height as zero, edit the stair level and select the ramp for the construction. (Organize the stair handles together with the structure according to the solution conditions and specify that they are connected to the curtains) -For the solution of the joint cutting safety problems, you can review the 9th item of the "Frequently asked questions document.
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Some project notes; -Your building may need to be evaluated outside the scope of TBDY 2018. I suggest you to examine TBDY 2018 item 1.1.7. P02-03-10-12 defined by +400 cm elevation is used for flooring It does not connect and vertical continuity problem occurs. -In order to solve S01 and S02 columns together with the floors, analysis should be done according to the semi-rigid diaphragm method. -The elevation of the gap opened on the P04 curtain is incorrect -You should model the dilations in separate project files. Good work
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To the RD09 water tank The raft is the foundation. Is it possible to give 0.5% slope to this foundation?
 
"mehdiduman":2d70f3mc" said:
how can I change the report preview view that always opens on the right side when I open my old drawings?
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Whichever report is selected in the Structure Tree/Result section of the Report Preview window, the report will open. You can close it by clicking the cross. It will not open unless you select any report from the Structure tree/Results section.
 
"mehdiduman":2yepqis3" said:
why can't I tile with the tiling edge on the hopper inlet shown in the picture. /500.ide10demo.html[/url]
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Hello, Elements in the region you marked are wall objects. Static tiles cannot be defined on the wall object. Some notes: -D10 tile elevation is not compatible with P02 curtain to which it is connected. You can define the slab edge parallel to P10 and 1-2 cm inside between the curtains.
 
hello again) What does the -> sign on the right and left of the curtain names mean on the red curtains seen in the picture? thanks
 
Re: Project
"AUGURD":2s8f5pn3" said:
Hello Can I have your project suggestions?
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Hello Some of the determinations and suggestions for data entry in your project are as follows in general: -The reinforcement type of the ground floor D16 slab with a stair gap, the reinforcement type no. 2 appears flat reinforcement at the top. It is appropriate to arrange it as flat reinforcement at the top + bottom. Arrange the working distances of the reinforcement axles accordingly.Make the necessary arrangements on other floors and reinforcement axles. -For the torn reinforcements for large floor gaps, edit the torn reinforcement details required in TBDY 2017 item 7.11.6.
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-Due to the stair gaps in your project, it is appropriate to check the slab stress by marking the A2 control lines in the Floor parameters/Irregularities tab. to create you are (After drawing the slab edge between the K1-K42 beams, define the P88 basement shear.) -Create the gaps in the slab with the slab gap command. (For example D92) -On normal floors, delete the floor edge part under the S11 column and recreate the D84 floor. - Arrange the attachment of the empty edges of the stairs so that the edges are empty. While determining the support conditions for the solution together with the structure, it should be determined that the edge of the stair is only attached to the element that is supported, other carrier elements should be left blank. - In the final analysis, we recommend that the width of the curtain, floor and raft finite element be reduced, for example (25 cm) analysis. Good work
 
Project Hello -I finished my project, I did not encounter any problems when my floor class was zd. I can't add architectural sourced curtains. I'm waiting for your solution suggestions. It's urgent.. I'm facing a lot of problems, is this normal - I have 2 studs on each floor, how healthy is it
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