Slope deflection method | Structural analysis | Numerical type 3

In this video you can learn about the new type of loading in slope deflection equation.

[@Vishal-zb9ru]

Thanks bhai

[@sumitkumar-gt4kp]

Awesome teaching styl

[@erabhishekkumar1531]

very nice method

[@paragpal]

thank you

[@pradeepmd3464]

Bro how to calculate in calculator

[@paragpal]

which equation

[@GaitondeGaming01]

Bahi yadi D pe free end load lag raha hu vo ecentric condition me ho to

[@abhishekdubey377]

Sir what if concentrated couple is given on any joint??

[@paragpal]

couple you can directly select no need to identify the moment

[@atulhenics]

Sir ji ab app moment distribution method ki dalna

[@sumitKumar-cq8pq]

Last step up not correctly explain

[@blitzhope]

Sir I like your voice

[@paragpal]

thanks, chat.whatsapp.com/EpgJ7SU87jo1AwepgEjRve

[@avigandhi1202]

sum solved is wrong...there is mistake in step 3 ...M(cb)+M(cd)=) --> EIthethab+2EIthethac=-45

[@nabrajadhikari5157]

How 53.33 came...explain plz.

[@rakigowdru6405]

Same problem 😖

[@rakigowdru6405]

Did you got answer ?

[@nabrajadhikari5157]

@@rakigowdru6405 I think you can use R1*(a+(R1/2w)) where a is distance between tail of udl and fixed support.here a is zero

[@sumitKumar-cq8pq]

Are yaar pura ek hi video me bataw