Frame Shear Force and Bending Moment || Frame Analysis

[@manojvodnala5911]

5:40 5:50 Ray=-4.16kips, it is in negative, so use should change the direction as we assumed at the beginning towards upward (^) but as per values we solved it is negative. We assumed direction is wrong then we need to change the direction to downward.

[@querrythis]

Perfect explanation. Easy to following and more importantly, understand the reasoning

[@christianhartamahalim346]

Thank you good sir @civil engineering

[@driskounto75ouattara51]

Very nice explanation! Salaam brother

[@sarveshtripathi4792]

Nice contents.

[@civilengineering94]

Thank you

[@adamusalisu3550]

Thank alot for the tutorial,it really assiat,and i really appreciate.

[@civilengineering94]

Glad it was helpful!

[@cracks6774]

Sir love you hogya

[@sabelophilophiusmakofane3558]

Very nice video.. Thanks sir.

[@civilengineering94]

So nice of you

[@abubakarkhan4535]

lot of respect sir.

[@CLICKS14]

your voice and method of teach is so amazing

[@mdamirulislam1988]

Thanks

[@civilengineering94]

Welcome

[@mohammedalbaidhani8495]

Thank you

[@civilengineering94]

You're welcome

[@cedrickmwamba7877]

thx a lot for ur post helps out......

[@civilengineering94]

Always welcome

[@kashifafridi5666]

👍 👌

[@sondosal-humeiri314]

🌹🌹🌹

[@civilengineering94]

Thankss

[@deynieljayelasalita4160]

how to solve for lightest W-Shape for each member?

[@kevinnazeraj1799]

Nice video sir! But I've seen steel structures frames are fixed connections why we calculate like this?

[@udeogaranyacollins3514]

I have a problem with beam

[@戴政良]

20' like a fucking 25

[@戴政良]

4那麼醜是在寫三小???

[@AhmedBiswas-rq5pf]

Left sfd wroung

[@violinakashyap9756]

thank you

[@civilengineering94]

You're welcome