Insertion Point in ETABS | Detailed Explanatory | ilustraca | Sandip Deb
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- เผยแพร่เมื่อ 6 ต.ค. 2024
- #etabstutorial #structuralengineering #structuralanalysis
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is it same thing if i draw beam with out insertion points but i will connect it with the column with a "link" ?
thanks ,
your follower from Egypt
I am facing problems with column cardinal points while drawing columns. When I select Top Left while drawing, it goes to Bottom right. Sometimes Bottom Right, it goes Top Right. And it alwas vary column to column. Never same for every column. I request you to make a video on column cardinal points without using insertion point.
Hi , when it is permitted to active " Do not transform frame stiffiness for offsets" ??
If u do not want to transform the stiffness then there is no point of modelling the eccentricities
@@ilustraca because in reality for example main rafters come over or below secondary purlins in roof steel structure . so in modelling rafter above or below there is a need to transform the stiffness ?
@@anastaha2438 are gonna connect purlins with rafter with a moment connection??? if not that how will that transform the stiffness. You need to know how and when and why
what about using the rigid links?
Shear stool in pile Cap . Anyone have any details video. Please share link in comments..