Column Beam Shear Zone

halil kılıç

New Member
HAVE A NICE DAY . I HAVE DRAWN A PROJECT BUT WHEN I ENTER THE COLUMNS INSIDE THE PROJECT IN THE ANALYSIS AND DESIGN SECTION, ONLY ONE SHALL APPEAR IF 3 BEAMS ARE POSTED IN THE JOIN CUTTING SECURITY SECTION OF SOME COLUMNS. WHY DOES THIS HAPPEN? THIS IS NOT IN ALL COLUMNS, IT IS IN SOME COLUMNS. ALSO, WHY ARE THE BEARINGS THAT SHOULD NOT HAVE A CONSOLE IN THE BALCONY BEAMERS ARE EQUIPPED AS A CONSOLE?
 
"halil sword":2pzxptua" said:
this beam should not be a console either, but it is equipped as a console
Click the command Modify/Beam-Foundation/Consoles. "Not console" in the dialog that opens Check option and analyze
"halil sword":2pzxptua" said:
for example, stuck beams are not visible in this column
in Analysis Settings Check the option "Consider column beam shear safety cantilever and simple beams".
"halil sword":2pzxptua" said:
for example, there is such a column
There may be a very small angle between K01-K02. In the General Reinforced Concrete Parameters dialog, enter the angle value in the line "Continuously accept beams with small angle difference". (Maximum 30 degrees can be entered) Analyze. If the problem is not resolved, attach the project file. You can upload the project file to a site such as wetransfer and give the link.
 
Hi, in the first picture you added, K1-K2 were not taken as a continuous basis because there is a level difference between the beams. The acceptance of the program is correct. Unver ÖZCAN
 
"unver":s5dejtax" said:
Hi, in addition, K1-K2 were not taken continuously because there is a level difference between the beams in the first picture you added. The acceptance of the program is correct. Ünver ÖZCAN
Ünver ok, the console beam problem is solved, thank you. While k28-27-20 stuck in the s18 column, only k28 appears in the joint security section of the column analysis design.
 
"Levent Özpak":3awef5co" said:
"halil sword":3awef5co" said:
this beam should not be a console either, but it is equipped as a console
Hello, click the command Modify/Beam-Foundation/Consoles. In the dialog that opens, tick the "Not console" option and analyze.
"halil sword":3awef5co" said:
for example, beams stuck in this column are not visible
Hi, check "Consider column beam shear safety cantilever and simple beams" option in Analysis Settings.
"halil sword":3awef5co" said:
for example, there is such a column
There may be a very small angle between K01-K02. In the General Reinforced Concrete Parameters dialog, enter the angle value in the "Continuously accept beams with small angle difference" line. (Maximum 30 degrees can be entered). Analyze. If the problem is not resolved, attach the project file. Wetransfer the project file etc. You can upload it to a site and give the link.
Levent, the console beam problem has been solved, thank you
 
"unver":a93an0yq" said:
Hi, in addition, K1-K2 were not taken continuously because there is a level difference between the beams in the first picture you added. The acceptance of the program is correct. Ünver ÖZCAN
sorry I mentioned the wrong project, okay there is no problem for now thank you
 
Re:KİRİŞ CONTINUITY I WILL TALK ABOUT A DEFECT FOUND IN THE PROJECT ENTERING THE MUNICIPALITY. ESPECIALLY HOLLOW FLOORING IN THIS QUESTION by experience I EK THE FILE K22 and K23 BEAM for BEAM EXPANSION in CONTINUOUSLY CAPTURING hereinafter A PROBLEM NO BUT K24 BEAM Can not CONTINUOUS RATES THIS BEAM GOING FOR A BEAM END POINTS WITH OTHER BEAM STARTING POINT THE SAME SHOULD BE THAT RIGHT UCTE CONTINUOUS Allow RATES BUT HOLLOW BEAM in FLOORING WHEN I WANT TO OPERATE ON THE SAME POINT, THE STARTING POINTS OF THE K24 AND K23 BEAMS ARE THE SAME AS AN EXAMPLE AND THESE TWO BEAMS ARE NOT CONTINUOUS. I DIDN'T OVERCOME THIS PROBLEM AT THE ANGLE OF GENERAL REINFORCED CONCRETE PARAMETERS, AT 30 DEGREES, REQUIRED FOR THE ACCEPTANCE OF CONTINUITY. I NEED HELP WITH THIS MATTER, I WISH EVERYONE GOOD WORK...
 
Re: Re: KIRIS CONTINUITY
"serhatctin":1suwp46s" said:
I WILL TALK ABOUT A MISSION FOUND IN THE PROJECT ENTERING THE MUNICIPALITY. I ESPECIALLY FACE THIS PROBLEM ON FLOORING, I FEEL WITH THIS PROBLEM IN THE APPENDIX KİRİŞ KİRİŞA KİRİŞA KİRİŞA FILE 22 Bunda a PROBLEM NO BUT K24 BEAM Can not CONTINUOUS RATES THIS BEAM GOING fOR a BEAM END POINTS wITH OTHER BEAM STARTING POINT tHE SAME sHOULD bE tHAT RIGHT UCTE CONTINUOUS RATES Allow BUT HOLLOW SLAB in BEAM the STARTING POINT of EXAMPLE aS K24 and K23 BEAM I WANT tO rUN aT tHE SAME POINT tHE SAME BEING AND SO THIS THE TWO BEAMS ARE NOT CONTINUOUS. I DID NOT GET THE ANGLE REQUIRED 30 DEGREES FOR THE ACCEPTANCE OF CONTINUITY FROM THE GENERAL REINFORCED CONCRETE PARAMETERS SECTION, I DIDN'T GET OVER THIS PROBLEM. I NEED HELP IN THIS MATTER. Change the view direction of K24 with the Change/Beam-Foundation/Determine Object Direction command. make a ly Beams will be constantly unraveled.
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Good work
 
Re: Re:BEAM CONTINUITY
"Levent Özpak":1yaxx8gi" said:
"serhatctin":1yaxx8gi" said:
I WILL TALK ABOUT A DEFICIENCY IN THE PROJECT ENTERING THE MUNICIPALITY. ESPECIALLY HOLLOW FLOORING IN THIS QUESTION by experience I EK THE FILE K22 and K23 BEAM for BEAM EXPANSION in CONTINUOUSLY CAPTURING hereinafter A PROBLEM NO BUT K24 BEAM Can not CONTINUOUS RATES THIS BEAM GOING FOR A BEAM END POINTS WITH OTHER BEAM STARTING POINT THE SAME SHOULD BE THAT RIGHT UCTE CONTINUOUS Allow RATES BUT HOLLOW BEAM in FLOORING WHEN I WANT TO OPERATE ON THE SAME POINT, THE STARTING POINTS OF THE K24 AND K23 BEAMS ARE THE SAME AS AN EXAMPLE AND THESE TWO BEAMS ARE NOT CONTINUOUS. I DIDN'T OVERCOME THIS PROBLEM AT THE ANGLE OF GENERAL REINFORCED CONCRETE PARAMETERS, AT 30 DEGREES, REQUIRED FOR THE ACCEPTANCE OF CONTINUITY. I NEED HELP WITH THIS ISSUE I WISH EVERYONE GOOD WORK ...
In the pdf you have attached, the view direction of the K24 beam is not the same as the K25 and K23 beams. Change the view direction of K24 with the Change/Beam-Foundation/Determine Object Direction command. Analyze. Beams will be constantly unraveled.
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Good work
THANK YOU SO MUCH LEVENT MR. I HAVE ANOTHER QUESTION. 50/30 ONE BEAM AND 25/50 ONE BEAM IS CONTINUOUSLY SEEING THE PROGRAM. CAN I SOLVE THIS BY CONTINUOUSLY CLOSE THE ACCEPT SECTION ON THE RIGHT END, SUCH A CONTINUITY SOUNDS TO ME LOUD
 
Re: Re:BEAM CONTINUITY
"serhatctin":d44jv6mg" said:
[THANK YOU SO MUCH, LEVENT I HAVE ANOTHER QUESTION 50/30 ONE BEAM CONTINUITY CAN I SOLVE IT BY CLOSING THE ACCEPT SECTION SUCH A CONTINUITY SOUNDS TO ME HORRIBLE
Continuous resolution of beams of different widths and heights would be appropriate. In such cases, in the Reinforcement tab in the beam properties; "Toggle partial reinforcement at the right end " line can be checked.
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