8-bolt joint problem with stiffened faceplate

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xlns38

New Member
WHEN I OPEN THE PROJECT MADE IN VERSION 8.504 BEFORE WITH 8.61; IT SAYS RIGIDIZED 8-POLLAR JOINTS WRONG (INCORRECT COMBINATION. STEEL BEAM SHOULD BE ASSEMBLED TO STEEL COLUMN PLATE.). ALSO, WHEN YOU CAN SEE THE COMBINATIONS SEPARATELY IN VERSION 8.504, IT SHOWS SOME OF THEM NOW, IT CANNOT LIST THEM ALL. IN THE NEW VERSION, THE PROBLEM OF SLIGHTNESS ARISES IN THE STEEL CROSSES (8,504 DID NOT HAVE) BUT THE REPORT IS NOT LISTED IN THE WARNING LIST ON THE FIRST SCREEN. I CANNOT FIND WHERE TO CREATE A CONTOUR AREA IN THE NEW VERSION. ACTUALLY, THERE WAS A PROJECT OF 30 MB, I WAS SOLVED IN 8.504 BUT. IT SAYS MAXIMUM 4MB. IF YOU PROVIDE AN MAIL ADDRESS, IT MAY BE SUITABLE FOR YOU TO LOOK AT THE DIFFERENCE BETWEEN THE TWO VERSIONS.
 
Re: 8 BOLT JOINT PROBLEM WITH RIGIDIZED FACE PLATE Hello; Warnings have been added as a result of the controls made due to the Earthquake Regulation annexes regarding the calculated connections. However, it is difficult for me to determine why you received a warning without seeing your model. Could you send your project to [email protected] with this link in the forum? About the deflection problem in lovers
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. Continue with the 8,504 results. I will check the joins in your model. Good work.
 
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