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Turkish I modeled a pool myself. I cannot reverse the loading I made on P4 and P5 curtains, now I want to load in the -y direction, I want to do it in the y direction. Also, what should I get values such as the rigid basement floor number and the R coefficient? I couldn't solve the system, when I turn the curtains into a shell, the curtains save, but then my downloads on the curtains are lost and I can't install a new one. I would be glad if you help.
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POOL
- Thread starter enginuy
- Start date
YasinTezel
Member
Hello Mr. Engin, select the trapezoidal load on the Design \ Structure \ Elements \ E3 ( P04 ) element and enter its properties in the Structure tree View To reverse the load, change -1.2 Tons in "Value 1 :" to 1.2 tf/m. For "Value 2 :", enter a value close to 0, 0.01 tf/m, and press OK. do the same in the Design \ Structure \ Elements \ E5 ( P05 ) element. There is no problem in the Analysis settings in your project. You have received the upper rigid basement number 0. In the version you are using, we can transfer the load to the bar elements. Load identification cannot be made on panels that are modeled as acceptance.
Hello, Mr. Yasin, I didn't think to get a value close to zero for Value 2, it's not because of that, thank you for your help. Also, as a result of the analysis, absurd values of SGPursantaj and Calculated As are found on the frets, so the errors on the frets are not corrected. I could not understand the reason for this abnormal result, probably there is an error in the data entry, but I could not figure out what it was. In no way could I fix the faults on those curtains. Thanks everyone in advance...
YasinTezel
Member
Hello Mr. Engin, You can see the loads you have applied to the pool curtains from the Structure tree view. When I examine it, it seems to be defined as the conical load and some values required for the definition of the conical load are 0, so the values on the walls are undefined. Delete all the loads you have defined for the curtains and define the trapezoidal load, which is the most suitable loading type for the Soil and Water load on the Shears. In this way, you can get a suitable solution. If you wish, for water and soil loadings, Structure tree view Analysis \ Static Analysis \ Static Linear analysis \ Loading states can create a new loading type by using the right mouse button. By using the right mouse button on Analysis \ Combinations in the structure tree view, you can create a combination with the load type you created and use it in the analysis. Good work"enginuy":27m72t3p" said:Hi, Mr. Yasin, I didn't think to get a value close to zero for Value 2, that's why I thank you for your help. Also, as a result of the analysis, SGPursantaj and Calculated Ace values were found on the curtains. Errors are not fixed. I couldn't understand the reason for this abnormal result, probably there is an error in data entry, but I couldn't figure out what it was. I couldn't fix the errors on those curtains in any way. Thanks in advance to everyone...