Cracked section stiffness reduction

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insburak355

New Member
Although I have beams stuck between 2 curtains in my projects, when I examined the reports, the cracked section inertia was not applied... I wonder why I can't find a part like yours in the analysis when I am doing it wrong... They called the building inspection and they said that there should be a cracked section calculation, I researched and learned that the program does the beams automatically in the program anyway - box marked on the cracked section
 
Re: RIGGING STRENGTH OF CRACKED SECTION I THINK THERE IS A TROUBLE IN IDECAD IT WAS 3 AT THE NIGHT I LEFT MY OWN PROJECT JUST TO SEE THE CRACKED SECTION IN THE REPORT. IF WE PUT A BEAM BETWEEN THE CURTAIN IN THE DIRECTION AGAIN, IT CALCULATES THE CRACKED SECTION OR ALL OF THEM ARE IN X DIRECTION.... I EVEN DEFINED THE SCREEN AND THE COLUMN, I PUT BEAMS 50 CM LONG, 100 CM LONG, 150 CM LENGTH BETWEEN THE SCREEN AND THE COLUMN, NO NO IT SAYS THIS BEAM CANNOT BE FRINGED IDECAAD TWO COLUMNS YİRİATUNLIK IN BRIEF KİRATUNİZ 25 I ATTACHED A BEAM IN THE X DIRECTION TO THE LONG CURTAIN, WITH A LENGTH OF 100 CM AND 50 CM IN LENGTH IT WILL BURN FROM THE END, IT SAYS IT WILL NOT CRACK, THAT IS THE BEAM BETWEEN TWO SCREENS ONLY IN THE SAME LINE, ACCORDING TO IDECAD? IS THERE A KNOWLEDGEABLE COLLEACHER TO EXPLAIN THIS TO ME?
 
Re: RIGGING STRENGTH OF CRACKED SECTION Hello, in TDY 2007 item 3.2.3, it is said that the values of the cracked section of the beams connected to the shear walls in their own plane can be used. Good work
 
YOU MUST UNDERSTAND ME WRONG LEVENT BEY I SAY IT CAN BE USED FOR ME... IDECAD APPLICATIONS ONLY IF YOU DEFINE A BEAM BETWEEN TWO CURTAINS... I ALREADY SAID THIS ALREADY STANDED FROM COLUMN TO CURTAIN, THIS IS THE SAME FLOOR FROM THE HOUSE FROM THE COLON TO THE SCREEN... IF YOU THROW BEAM BETWEEN WITH THE SAME DUOWULD AGAIN, IT CALCULATES THE CRACKED SECTION INERGENCY... WHY DOES IT DON'T MAKE THIS CALCULATION, EVEN ESPECIALLY SHORT BEAMERS, ON BEAMS IN THE (SAME) PLANE PLUGGED FROM COLUMN TO THE SCREEN
 
"insburak355":3v4147c1" said:
YOU MAKE ME WRONG WITHOUT YOU, LEVENT MR. I SAY IT CAN BE USED FOR ME ALREADY... IDECAD APPLYS IT ONLY IF YOU DEFINE A BEAM BETWEEN TWO CURES... IT DOESN'T APPLY... HOW MANY TIMES I TRIED ONLY IF YOU THROW BEAM BETWEEN TWO CURTAINS AGAIN IN THE SAME DUO DIRECTION, IT CALCULATES THE CRACKED SECTION INERITIAL... IT CAN MAKE IT ON BEAM IN THE (SAME) PLANE, ESPECIALLY HIGHLY IN THE (SAME) PLAN, ESPECIALLY MAKE IT ON THE REGULATIONS [SHORT BEARINGS] It is said that stiffness reduction can be made in beams between shear walls.In the program, if the beam is between two rigid walls, stiffness reduction is performed automatically.In other cases, the engineer can reduce the section stiffness by using the initiative by using the Beam properties Rigidity reduction tab.
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In the regulation, the expression includes validity for shear walls, but if you want to use a cracked section value between two columns, idecad still provides this opportunity. You can do this from the beam settings tab, from the partial stiffness or stiffness reduction tab, and the detailed explanation will be given by idecad officials. Best regards
 
I UNDERSTAND, SO FOR THE CALCULATION OF CRACKED SECTION, BUT THERE IS A BEAM BETWEEN TWO CURTAIN. SO HOW CAN I REDUCE ANY RIGIDITY AT IDECAD AT OUR BEAMERS WHO HAVE HIGH CUTTING STRENGTH, EVEN WHEN WE REDUCED THE HEIGHT (I.e., REDUCED THE RIGIDITY) AND THINKING THE STRAPPING STOCK? I ASKS owing to water with a colleague Sta4CAD USE AND WANT where BEAM in his own words, '' 30% 50% STIFFNESS REDUCTION to do that '' and '' WANT where BEAM in such as colon with WALL BETWEEN SHORT BEAM A CRACKED SECTION INERTIA is able APPLY SAYS ... THE PRACTICE in the cracks SUCH BEAM SO CRACKED HE SAYS THE SECTION ACCOUNT IS CORRECT... THANK YOU FOR YOUR INTEREST I WANT YOUR COMMENTS
 
[Quote = "insburak355": 3ropboa to "] GOT THAT IS CRACKED SECTION ACCOUNT FOR ONLY TWO SCENES BETWEEN BEAM THAT CONDITION. WHAT HEIGHT of our REDUCTION (SO STIFFNESS of our DECREASE) and STIRRUP Frequent hireacademic our RAGE financing HIGH CUTTING FORCES AREA BEAM our İDECAD TE ANY STIFFNESS REDUCTION OF HOW TO BE DONE BECAUSE I AM ASKING A COLLEAGUER USES STA4CAD AND CAN MAKE A REDUCTION OF 30% 50% RIGIBILITY ON ANY BEAM, WITH HIS PERSON'S DESCRIPTION' AND 'HE CAN CAN CAN BE BROUGHT TO A COLUMN, FOR EXAMPLE, BETWEEN A COLUMN AND PERCEPTION AT THE COLUMN. HE SAYS THE CALCULATION OF THE CRACKED SECTION IS CORRECT... THANK YOU FOR YOUR INTEREST I WANT YOUR COMMENTS[/quote] In my message above, I wrote how to reduce the stiffness manually.
 
"insburak355":2i1hhyxe" said:
IF I WANT TO FINALLY REDUCE 30% OR 50% RIGIBILITY, HOW MANY MANUALLY MANUALLY I ENTER THE STRENGTH REDUCTION FACTOR WILL BE SUITABLE?
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If I want to make a reduction of 0.5%, I want to make a reduction of 0.7 must be entered.
 
"yunussacikk":289vdo1u" said:
hello, is there a setting in the program that we can cancel the stiffness reduction in the beams made automatically?
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The program does not automatically reduce the stiffness. Restore the reduction you made from the dialog. Or run the program in the defaoult settings.
 
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