Direct Stiffness Matrix Method for Analysis of Beams - Problem No 1

[@KARANKUMAR-l5j3p]

Sir why do we take k11 in span AB

[@enockrop5293]

WHAT IS THE IMPORTANCE OF THE FIRST CALCULATIONS?

[@ayatislam1357]

Please Give tutorial of Non -prismatic beam

[@TANMAYSINGH-rt2zz]

channel name and profile se lg rha koi foreigner hai but nice explanation loved it

[@AbhishekTiwariPunjab]

South Indian hai

[@minnuann3964]

Thanks Sir 😊

[@dersystematiker9798]

what is "I"?

[@saikulalam3823]

Sir ...to draw SFD....can't we find reactions and moments as used in .....SD equations method, kanis method etc?

[@Stanacademy]

no need to find the reactions because u have already got them. Rest of the procedure is same as other methods

[@saikulalam3823]

Sir. ..I mean after 15.32min .....if we don't use this formula. ...and find reactions nd moment from conventional method as we did earlier .....is it ok?

[@rohitdatir7]

The Last value MBA is incorrect 😊

[@SyedHaiderAbbas-l1i]

sir kiya stiffness metrix method and direct stifness method are same

[@joshuarajan-l9v]

Bro same or not same this method what bro