Structural Theory | Moment Distribution Method Part 3 of 3

MDM part 1 of 3 • Structural Theory | Mo...
MDM part 2 of 3 • Structural Theory | Mo...
Learn the method of analysis for an indeterminate frame
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I am Jay T. Cabuñas, Civil engineer and an engineering professor.
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[@fatihtopcu5900]

i think Kde should be 3E(2I)/6 because we have hinged support in the end. as i know the formula of K for the hinged support in the end is 3EI/L

[@kennyjohn8301]

Not necessarily. He can use the original 4EI and do it. We use 3EI to make the iteration shorter

[@mariapranxellaeleccion6859]

Thank you so much po. Sana PORTAL and CANTILEVER methods din po. Mas naiintindihan ko po sa inyo!

[@mohamedkonabrainturay1015]

Thank you Professor

[@molefekamogelo]

Thank you so much.

[@biagiogugliotta]

Thanks!

[@sibesokalaluka2991]

Thank you so much Sir

[@najibatoui9108]

please, calculate the reactions for the same frame

[@molly403]

Pwede po Malaman kung sino po reference niyo or Anong book po thanks

[@Gooooooooooooo65]

คุณวศินกับคนใต้ จะมาอ่าน 3 วันก่อนสอบแบบนี้ไม่ได้น่ะ

[@aniizuchukwustanley4066]

Your lecture is great
But the sudden switch from one pattern to another makes it exhausting