-TDY 2007 Article 3.3.6.1 As stated, columns satisfying the Nd<0.1*Ac*Fck condition are taken into account in the calculation of Vis even if Equation 3.3 is not met. ) and are not included in the Vis account. Good work"ghost_13":26ymzb9e" said:For Vis/vik >0.7 state in strong column weak beam control, are the columns that do not fulfill this condition and are in Nd<0.1Acfck state at the lower and upper nodes included in the 'Vis' section of the program report? For beams that are inserted perpendicular to the long direction of the wall (walls working like columns in the short side direction), strong column control could be neglected in the walls into which they are inserted, it is a case of including it in 'vis' in the reports.
-TDY 2007 Article 3.3.6.1 As stated, columns satisfying the Nd<0.1*Ac*Fck condition are taken into account in the calculation of Vis even if Equation 3.3 is not met. ) and are not included in the Vis account. Good work"ghost_13":rbh2t9og" said:For Vis/vik >0.7 state in strong column weak beam control, are the columns that do not fulfill this condition and are in Nd<0.1Acfck state at the lower and upper nodes included in the 'Vis' section of the program report? For beams that are inserted perpendicular to the long direction of the wall (walls working like columns in the short side direction), strong column control could be neglected in the walls into which they are inserted, it is a case of including it in 'vis' in the reports.
"ENSTEEL":1fys3rts" said:IDECAD STATIC 7 BELT BAR CANNOT BE DRAWN ?? I'm VERY BAD
There is no problem in the part that connects to the columns, I already arrange them by hand. However, when an inclined beam is attached to the straight beam as in the k330-331 connection, it is normal. In this project, they are also intertwined."Levent Özpak":2efvkag1" said:Hi, You have sent the project of this situation you mentioned to the technical service by e-mail. The drawing of beams is related to the drawing formed in the beams connected to the inclined columns in the horizontal direction. Suggestion; After fixing the reinforcements of the relevant beams in the Reinforced Concrete dialog , Move the beams and the connected columns to another project with the "copy to file" and "paste from file" command. Make the columns perpendicular and get the beam expansions. Move the beam details to your project again with the "copy to file" and "paste from file" commands. In order to draw the reinforcements of the beams connected in the beam, enter an angle value in the line -Continuously accept beams with small angle difference- in the General Reinforced Concrete Parameters. You can make other necessary adjustments by using the program's two-dimensional possibilities. Good work
In General Reinforced Concrete Parameters -The angle difference between them is small Enter an angle value, "for example, 1 degree" in the accept beams with continuous line."MrtGrsl":219cqs2t" said:There is no problem in joining the columns, I'm already arranging them by hand. However, when an inclined beam is connected to the straight beam as in the k330-331 connection, it was normal. In this project, they also intertwined."Levent Özpak":219cqs2t" said:Hi, You have sent the project you mentioned to the technical service by e-mail. The drawing of beams inside each other is a situation related to the drawing formed in the beams connected to the inclined columns in the horizontal direction. Proposal; After fixing the reinforcements of the relevant beams in the Reinforced Concrete dialog, move the beams and their connected columns to another project with the "copy to file" and "paste from file" command. Make the columns perpendicular and take the beam expansions. Move the beam details to your project with the "copy to file" and "paste from file" commands. In order to draw the reinforcements of the beams connected to the inclined columns in the other direction within the beam, enter an angle value in the -Continuously accept beams with small angle difference- line in the General Reinforced Concrete Parameters. You can make other necessary arrangements by using the program's two-dimensional possibilities. Among our notes is the case of drawing the beams connected to the inclined columns inside each other. Good work
Thanks Mr. Levent, the problem was solved. Until now, this setting was normal. I always felt the need to ask him. Good work..."Levent Özpak":2x3flzxq" said:In General Reinforced Concrete Parameters -The angle difference between them is small Enter an angle value, "for example, 1 degree" in the line "Always accept beams"."MrtGrsl":2x3flzxq" said:There is no problem in joining the columns, I already arrange them manually. However, when an inclined beam is connected to the straight beam as in the k330-331 connection, it was normal. In this project, they also intertwined."Levent Özpak":2x3flzxq" said:Hi, You have sent the project of this situation you mentioned to the technical service by e-mail. A situation related to the drawing formed by the beams connected to the inclined columns in the horizontal direction. Suggestion; After fixing the reinforcements of the relevant beams in the Reinforced Concrete dialog, move the beams and the columns they are connected to another project with the "copy to file" and "paste from file" command. Make the columns vertical and get the beam expansions Move the beam details to your project again with the "copy to file" and "paste from file" commands.In order to draw the reinforcements of the beams connected to the inclined columns in the other direction within the beam, enter an angle value in the line -Continuously accept beams with a small angle difference- in the General Reinforced Concrete Parameters. You can make other necessary arrangements by using the program's two-dimensional possibilities. mesi status is among our notes. Good work
Hello, The designer informs the program whether the program will be controlled according to the average or maximum stress. It is because the developer has selected the option "Make stress control according to average stress" If the option is not checked, the program will show it as a problem in the report."yagmurcankocak":kt8efxsl" said:Hi, It gives 3 types of values in foundation solutions in raft based structures: -Negative stress control - Average Stress control - Max stress control My question is about max stress control Ö But program autocontrol according to average stress
Hello, In case the purpose of use of the existing building changes, it is generally performance analysis is requested for the structure. In the link below, information about the path to be followed in the program for linear performance analysis is given."MrtGrsl":1ffr62gg" said:An account needs to be made in order for a new building, the current project of which has been drawn as a residence, to be used as an educational institution. How should this calculation be. Can you help?
"Levent Özpak":6x7cfwog" said:Thank you Mr. Levent, good work."MrtGrsl":6x7cfwog" said:An account needs to be made in order for a new building whose project has been drawn as a residence, to be used as an educational institution. How should this account be? Can you help?[/ quote] Hello, In case the purpose of use of the existing building changes, it is generally requested to perform a performance analysis for the building. In the link below, information about the path to be followed in the program for linear performance analysis is given.You do not have permission to view link Log in or register now.Also see TDY 2007 Chapter 7. Good work
You can change it from the Structure Tree/Deformation/Growth Factor."sereze":2l25wsel" said:To observe the deformation of the structure, the deformations are slightly enlarged, how can we change that magnification factor?
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