According to the 2018 regulation, this increase is not made."huseyinakkus56":3f1dzmar" said:Hi.. According to 2007 DY, we were able to increase by 50% in A, B, C group soils. I couldn't see this option in Idecad v10. My question is: Did I not see this option in the program or was this option removed according to the 2018 regulation?
In v10.02, "attic" marking has been added next to the "rigid floor" marking in the Floor settings window. Mark this place on the last floor."yusuf15hira17":z78u5mo1" said:Bys=6 ike. I wonder how we will overcome bys=5 because of tower floor. Shouldn't it not take tower floor into account.
Mark the elevator floor and come down from the top to the recording stage in the wizard, record and analyze.In this case, the program does not add the elevator tower to the total Hn."yusuf15hira17":7omhrvu0" said:Bys=6 ike. I wonder how we will overcome bys=5 because of tower floor. Shouldn't it not take tower floor into account.
"Ismail Hakki Feeds":39m902i4" said:Mark the elevator floor and come to the recording stage from top to bottom in the wizard, record and analyze. In this case, the program does not add the elevator tower to the total Hn."yusuf15hira17":39m902i4" said:Bys=6 ike. I wonder how we will overcome the bys=5 because of the tower floor. Shouldn't it not take the tower floor into account.
Sorry, I am not at the computer."yusuf15hira17":3bqdr6db" said:I think I can't do it, can you help me with the image Mr. Ismail. I would be very pleased. Thank you in advance."Ismail Hakki Besler":3bqdr6db " said:Mark the elevator floor and come to the registration stage from the top to the bottom in the wizard, record and analyze. In this case, the program does not add the elevator tower to the total Hn."yusuf15hira17":3bqdr6db" said:If bys=6. I wonder how we will overcome the bys=5 because of the tower floor. Shouldn't the tower floor be taken into account.
There is a push analysis option under the Analysis menu. After analyzing and designing the structure with DGT (for newly built structures), you are doing this SGDT step. Monday, friends will help you in detail."Zumre":10tl2imp" said:I would be very grateful if you could help me. Performance analysis of three works we have done before is requested, I have no idea how to do this due to some modifications Now.
How many floors does your ground bearing strength give in the report. If this value is given as the Soil safety stress and for example, if its value is 15, your ground bearing strength is approx. It can be taken as 37.5. About 2.5 times. Is there a special reason why you use capital letters. Please do not use capital letters in your next messages. It makes it difficult to read and follow."ottomancagatay":mkrjemf9" said:G'+Q'-Ey'-0.3Ex'+0.3Ez COMBINATION, MAXIMUM GROUND SAFETY STRESSES 20.53 FROM THE ANALYSIS RESULTS FROM THE ANALYSIS RESULTS ,I CAN'T SEE IT FROM THE ACCOUNT REPORT. THERE IS MAX STRESSES 15.02 IN THE ACCOUNT REPORT. There is a problem somewhere, I would appreciate it if you're interested.
"ottomancagatay":1yjandfp" said:G'+Q'-Ey'-0.3Ex'+0.3Ez COMBINATION MAXIMUM GROUND SAFETY STRESSES 20.53 FROM THE ANALYSIS RESULTS I CAN'T SEE IT, I CAN'T SEE IT ON THE ACCOUNT REPORT. THERE IS MAX STRESS 15.02 IN THE ACCOUNT REPORT. There is a problem somewhere, I would appreciate it if you're interested.
"ottomancagatay":25lo1sl0" said:G'+Q'-Ey'-0.3Ex'+0.3Ez COMBINATION MAXIMUM GROUND SAFETY STRESSES 20.53 FROM THE ANALYSIS RESULTS FROM THE ANALYSIS RESULTS ,I CAN'T SEE IT IN THE ACCOUNT REPORT. THERE IS MAX STRESS 15.02 IN THE ACCOUNT REPORT. There is a problem somewhere, I would appreciate it if you are interested. Combined values in buildings in accordance with earthquake code 4.10. Raft reinforcement calculations and soil stress checks are made according to combined values. In future versions, we can provide additional information such as raw results and design results for soil stresses as well as column beam dilogs.
"Ismail Hakki Feeds":3u4zjr9x" said:This project was examined in the technical service, and reported to R&D. There is no problem with the project. Combinations within the program are raw values. The values printed in the report are combined values in accordance with earthquake code 4.10 in buildings with basements. Raft reinforcement calculations and soil stress checks are made according to combined values. In future versions, we can provide additional information such as raw results and design results in soil stresses as in column-beam dilogs. they used to divide the carrying capacity by 3 and give us the value. The bearing capacity before dividing by 3 was the bearing capacity calculated according to 15 cm settlement, and when dividing by 3, we would have limited it for 5 cm settlement. Soil safety stress given by geotechnical engineer according to 16.8.3.2 is 200 kpa, soil bearing capacity is 500 kpa. bed coefficient 2400 kn/m3. There has been a bit of confusion for me, we are entering the bearing capacity with the new update, but it is compared as the ground safety stress in the calculation report, is it the bearing capacity that is called stress in the calculation report, I have a name mistake in the report, I could not understand here."ottomancagatay":3u4zjr9x" said:G'+Q'-Ey'-0.3Ex'+0.3Ez IN COMBINATION THE MAXIMUM GROUND SAFETY STRESS IS 20.53 I CANNOT SEE THIS VALUE FROM THE ANALYSIS RESULTS AND I CANNOT SEE IT FROM THE ACCOUNT REPORT. THERE IS MAX STRESS 15.02 IN THE ACCOUNT REPORT. There is a problem somewhere, I would appreciate it if you would be interested.I didn't mean this part, I mentioned finite element raft results. Thank you for your interest."2m project":3u4zjr9x" said:Hello; It seems that it gives the result you want when you download and analyze the file you added and get a report. Regards."ottomancagatay":3u4zjr9x" said:G'+Q'-Ey'-0.3Ex'+0.3Ez COMBINATION MAXIMUM GROUND SAFETY STRESSES 20.53, FROM THE ANALYSIS RESULTS, I FIND THIS VALUE I CAN'T SEE IT ON THE ACCOUNT REPORT. THERE IS MAX STRESS 15.02 IN THE ACCOUNT REPORT. There is a problem somewhere, I would appreciate it if you would be interested.
500 kpa given to you soil bearing capacity, if characteristic, divide this value (500/1.4) by 1.4 and find 357 kpa, that is, 357 kn/m2. In the program, make the unit kn in the soil bearing force field and enter this value. The tf/m2 equivalent of this value is 37 tf/m2"ottomancagatay":wg5ij9p6" said:Soil safety stress given by geotechnical engineer according to 16.8.3.2 is 200 kpa, soil bearing capacity is 500 kpa, bearing coefficient is 2400 kn/m3. I am confused, now we enter the bearing capacity with the new update, but it compares it as the ground safety stress in the calculation report. Is it the bearing capacity in the calculation report, or is there a name mistake in the report? I could not understand here. Does the program calculate the ground safety stress?
Hello, as you said, I met with idecad bursa and understood how this analysis was done and the results were checked from the vebinar training with their advice, but as far as I understand, we cannot transfer these results to the report, am I wrong now? because I couldn't find it in the reports"Ismail Hakki Feeds":5k2e3zg0" said:There is a push analysis option under the analysis menu. After analyzing and designing the structure with DGT (for newly built structures), you are doing this SGDT step. On Monday, friends will help in detail."Zumre":5k2e3zg0" said:I would be very happy if you could help me. Performance analysis of the three jobs we have done before is being requested, I have no idea how to do this due to some modifications.
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