Slope Deflection Method - Sidesway Frame Analysis (2/3) - Structural Analysis

[@mc9960]

I honestly wonder how people got through engineering before KZbin. Your videos have gotten me through my degree!

[@nahidhkurdi3235]

Reading textbooks and grappling with unsolved problems.

[@abdulmatenkhouja6908]

8:44 minutes are worth more than a 1hr lecture. love u man

[@structurefree]

I love me too. 😜

[@ugnerd1979]

@@structurefree 😂

[@hamidalhaj785]

man .. honestly without ur videos i wouldnt pass my structural subjects LOL

[@structurefree]

Thanks! It's cool to know the videos are helpful.

[@ianchen9449]

structurefree always smokes a joint before he does his videos

[@hamidalhaj785]

LOL i agree with that

[@structurefree]

Joints? I only see joints at B and C. :)

[@structurefree]

Just say "nope to dope"....and "ugh to drugs."

[@Giath0music]

great, simplified, and easy example with the absolute basics, good job and thanks

[@Hi12-u1g]

very detailed, interesting

[@sakonpure6]

Lol love the commentary!! Keep up the good work

[@lalitajoshi5350]

Sort of confusion here : A frame is made of rigidly connected members right?? Then how did we assume that members AB and CD would rotate? Can anyone help me out on this?

[@structurefree]

rigid joints, but the members themselves can bend.

[@ΜΙΧΑΗΛΚΑΤΤΗΣ]

if we had an external momment on a node what would the fem be?

[@structurefree]

loads at joints would not be included in FEMs.

[@strangejohnny4760]

that gangnam style joke made me checked the date for this video whewww time flies but god damn deflection methods stays the same right...

[@MuhuStory]

where are you now?

[@structurefree]

In life?

[@sulaimansamatar4459]

@@structurefree lol

[@irteza2436]

best part 8:08

[@tendrugi]

Ha ha 8:00

[@abdulmatenkhouja6908]

can I get a reply :)))