Insertion Point in ETABS | Detailed Explanatory | ilustraca | Sandip Deb

#etabstutorial #structuralengineering #structuralanalysis
Learn every detail of structural design, and analysis of RCC Buildings with Ilustraca’s latest course!
Visit the course here- www.ilustraca.in/wlp/etabsand...
𝐃𝐨𝐰𝐧𝐥𝐨𝐚𝐝 𝐨𝐮𝐫 𝐌𝐨𝐛𝐢𝐥𝐞 𝐀𝐩𝐩𝐥𝐢𝐜𝐚𝐭𝐢𝐨𝐧-
𝐀𝐧𝐝𝐫𝐨𝐢𝐝 𝐀𝐩𝐩- lnkd.in/d_Rau-sk
𝗜𝗹𝘂𝘀𝘁𝗿𝗮𝗰𝗮 𝗔𝗰𝗮𝗱𝗲𝗺𝘆 is now available for IOS users also !!
Follow the 2 simple steps-
1. Download 𝗠𝘆𝗜𝗻𝘀𝘁𝗶𝘁𝘂𝘁𝗲 App from App Store.
App link- lnkd.in/dxS74bQk
2. Open the app and log in with Org. Code- "𝗔𝗠𝗜𝗧𝗖𝗢
Join this channel to get access to perks:
/ @ilustraca

[@zfptabuk656]

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

[@calvoh9715]

what about using the rigid links?

[@Mohsinbagban]

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.

[@ErsAdvice]

Shear stool in pile Cap . Anyone have any details video. Please share link in comments..

[@anastaha2438]

Hi , when it is permitted to active " Do not transform frame stiffiness for offsets" ??

[@ilustraca]

If u do not want to transform the stiffness then there is no point of modelling the eccentricities

[@anastaha2438]

@@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 ?

[@ilustraca]

@@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