Connection Design Overview - Part 4: RAM Connection Standalone: Design using Templates || AISC, IS

[@rahimmirza7438]

Good work sir thank you for your videos....
Am working on my final year project on PEB so can you Suggest me a topic to do project on PEB
Thank you❤

[@surojit_ghosh]

You can work on PEB optimization, section or profile optimization is a good topic.

[@rahimmirza7438]

@surojit_ghosh thank you sir i will discuss with my guide🫡🙂

[@KalaiArasanAnantharaj]

Dear is there any option to provide stiffener on both side Moment extended End Plate connection ( if yes kindly tell me )

[@surojit_ghosh]

I presume it is a beam column flange type of MEP connection and you want to provide stiffener plate in both side of the web. It is possible to include such stiffener plate (top, bottom or both) in both side of the web along with diagonal stiffener or doubler plate. After design, from connection pad, you can provide this type of stiffener.

[@KalaiArasanAnantharaj]

@@surojit_ghosh I checked beam to beam connection the stiffeners option is not available

[@Enfld1122]

Can RAM CONNECTION STAND-ALONE design base-plate (gusseted column base with stiffener) ? Can it design anchor bolts as per indian code ? Is it checks all clauses of IS 800: 700 ?

[@surojit_ghosh]

Yes, it can design a gusseted base plate connection with stiffener plate. All design checks are performed including anchor bolt and concrete block checks.

[@Enfld1122]

Thanks, Can RAM CONNECTION STAND ALONE checks the concrete pedestal for truncated conical failure, when anchor bolts is in tension ?, as per Indian code ?