English - Drawing N, V, and M diagrams for a frame with an inclined member

[@pcyunas]

Thanks and well done. Well paced and clearly explained tutorial.

[@MegaSabindra]

Thanks all the way from Australia. You are a great teacher.

[@thatomakgoba4882]

But how did you draw the shear force diagram where as Vc is negative (-5.6KN) it won’t close at point C

[@chessaddict5942]

what is the point of zero moment in this problem? and also can you please explain when we are multiplying projection of the force with sin and when with cos in the examples like these?

[@lasanafofana3403]

hi, how can you draw the shear and moment diagrams of beam having four(4) span from A to E, a settlement at B=1" and at C=2" with both end fixed. Span AB has a UDL of 3.33k/f with Length 24'-0"; Span BC has a point load at midspan with length 16'-0"; Span CD has no loading with length14'-0" and Span DE has a UDL of 1k/f with length 30'-33"

[@orethathomas5169]

Try and do your work my friend! 

[@lasanafofana3403]

LOL....ok

[@engmohamoudhassan9305]

thank you very much and my allah bless you, you are wonderful teacher and i need more videos like this. insha allah

[@henriquenunes7196]

Dear CTS Nice video, but can you please confirm at minute 17 that Mc is + 6.4 kn/m? Thank you. All the best

[@MrDirzel]

Awesome tutorial.

[@rejee100]

thank u very much sir,,excellent demo.

[@MacCionnaith]

nicely explained. that was very helpful thanks!

[@CTSCIVIL]

You are so welcome

[@CTSCIVIL]

Good to know. Thanks Mr. "Lucky" :)

[@mubarikcumar3319]

Good explain teacher

[@CTSCIVIL]

Thank you brother :)

[@MeCrazzymaddy]

Wow...i was searching the solution to this type of problem!! Thanksss!!! :)

[@waqarabbasi2343]

how did you find the distance 2.5m and 2.5m?

[@veryfriendlyok]

Alexwelex is half of hypotenuse, 5/2

[@CTSCIVIL]

you are so welcome

[@midoboy7122]

Thank you