Structural Theory | Moment Distribution Method Part 3 of 3 

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

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

Thank you Professor

Thank you so much.

Thanks!

please, calculate the reactions for the same frame

Thank you so much Sir

คุณวศินกับคนใต้ จะมาอ่าน 3 วันก่อนสอบแบบนี้ไม่ได้น่ะ

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

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