Slope Deflection Method for Beam Analysis - Problem No 2

[@emeldaoluoch8582]

Kindly do a video where we have one udl at the fixed end(8) d=6, point ab point load 30 at center 4,4 bc a overhang Ed load at the fre end 2 m from support cd. Thanks kindly. I don't understand the last slope equation used

[@ธีระวัฒน์อินธิแสง]

Thank you so much🎉

[@Infinityloveforever]

Please explain how to solve7&8 equations

[@CEFKARANKUMARR]

Thank u very much sir 🙏

[@Infinityloveforever]

Heloo brother

[@Infinityloveforever]

Problem explain istaaraa

[@Infinityloveforever]

7&8 equations solving

[@emeldaoluoch8582]

2I. 1.5 and o. 8I. Where are these from. Kindly explain. Thanks

[@Stanacademy]

These will be given in the question. The beam has different moment of inertia for each spans

[@emeldaoluoch8582]

@@Stanacademy thank you sooo much. I really appreciate

[@majeedikhan9076]

How to solve EI Tetta B and EI Tetta C

[@GamerF4RR3LTV]

how to i contact you? i need some help bro

[@Stanacademy]

[e-mail]

[@GamerF4RR3LTV]

@@Stanacademy sent!