COLUMN BEAM JOINT SECURITY

B

burak77

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GOOD WORK.. IN THE PROJECT I HAVE GIVEN THE LINK TO, WHEN I DEFINED SEPARATELY THE FLOOR I WILL MAKE THE ELEVATOR-STAIVER BUSHING, THE ANALYSIS RESULT GIVEN THE PROBLEM OF RELATIVE FLOOR SHIFT. TO AVOID THIS, I WAS GOING TO GO BACK TO THIS. I DID IT. I AVOID THE RELATIVE FLOOR SHIFT PROBLEM. BUT I DIDN'T CARRY OUT THE CUTTING SAFETY PROBLEM ON THE S14-S15 AND S16 COLUMNS, THE COLUMN DIMENSIONS OF THE 30/100 AND THE 30/100 COUNCIL OF THE COUNCIL OF THE COUNCIL. WHEN WE CLICK THE REPORT/EARTHQUAKE REGULATION/COLUMN BEAM JOINT SECURITY, WHEN WE CLICK ON THE REPORT, S14-S15-S16 IT RANKS THE ERRORS BECAUSE THERE IS NO CUTTING SAFETY, BUT IF WE SEE THE DOWNLOAD IKONYA UAKURY, OUR KUMURY 3 HOW DOES OUR OTHER PAGE I SEE İKONYA SUAKURY? I WAITING FOR YOUR OPINIONS ON THESE MATTERS AND THE MEDIUM FLOOR I MADE BY DEFINING A SEPARATE FLOOR.. THANK YOU IN ADVANCE.
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Hello, *In the project, the columns numbered S14-15-16-17 on the 4th floor are defined on the Panel object and do not continue to the lower floor. Vertical continuity is not provided when a column is defined on the panel object in the program. When you define the elevator and stair house as a separate floor, the relative floor drift problem and other problems may be caused by this incorrect data entry. If the dimensions of the panel elements in the elevator house are getting smaller, these elements can be entered with the panel object. Or you should continue the panels in the same size upstairs. *You can define the mezzanine floor as a separate floor as in your project. Good work
 
I tried it by defining a separate floor and continuing both the elevator and the stair curtains. I tried it. Since the elevator motor will be placed in the elevator section, there is no harm in continuing the curtain. However, I thought that it is necessary to act economically here, I tried the solution by placing a column instead of the curtains around the stairs. I also thought about the discontinuity that might be caused by placing a column on the panel, but when we check the geometry, it does not give any connection or discontinuity errors... As you say, shouldn't it give the error of column discontinuities when I check the geometry??..Thanks..
 
Since the bearing elements may end on different floors, no warning is given in the geometry control in these and similar cases. However, element discontinuity can be seen in 3D Frame mode in the Perspective window. Good work
 
AS I FIRST MESSAGE my INDICATE, REPORT / EARTHQUAKE REGULATION / COLUMN BEAM COMBINATION in the Security Here it LEARNED REPORTS RESULTS, S14-S15-S16 CUTTING SAFETY DENIED SAYS ERRORS marshalled, BUT go down OTHER PAGE BAK we IF SUCH 3 COLUMN SAVE has LOOKS (GREEN CLICK APPROVAL OF LINE ), IF THERE ARE FAULTS IN THE CUTTING SAFETY IN THESE COLUMNS, SHOULD THESE 3 COLUMNS SHOW RED SIGNS ON THE DOWNPAGE?? WHAT IS THE REASON FOR THIS??? THANK YOU FOR YOUR VIEW LEVENT.. GOOD WORK
 
First of all, Column Shear Safety and Column Beam Joint Shear Safety are different situations... Column cut safety control is related to TDY 2007 item 3.3.7, Column-Beam Joint Shear Safety TDY 2007 item 3.5.2. Column Cut Safety information is printed on the Report/Column/Column Cut Safety Report. Looking at the Column Shear Safety Report, the Ln length of the relevant columns appears to be -1 meter. As I mentioned in my previous message, it is not appropriate to define a column on the panel object. (It does not provide vertical continuity.) Do you encounter the problem you mentioned when you organize the data according to these conditions? If necessary, you can contact by phone. Good work
 
Mr. Levent, thank you very much for your suggestions..I also look forward to the suggestions of other friends..I made the necessary arrangements...As a result of the analysis, it gives a warning of Weak Floor=Mezzanine Floor, ni<0.60, Increase system rigidity..Beam, floor section and reinforcement in the mezzanine floor their numbers are enough... What do you think we should do? Thank you
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There are column objects on the mezzanine floor that are not connected to beams. This is why B1 regularity (Weak Floor) occurs. Columns without beams are not included in the effective shear area of the floor in the program. If you want, you can include the areas of these columns in the system from the +Awx and Awy columns in the Analysis / Floor Parameters / Irregularities Tab. If you don't want to, then you can increase the effective shear area by attaching beams to some of the non-jointed columns.
 
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