Slope Deflection Method for Beam Analysis - Problem No 3

[@memesbrain]

thank you, you saved my semester on chand raat

[@philipsheehama569]

Very underrated

[@saadal-salih8632]

Excellent teaching !
god save u

[@rajendraraj2906]

Excellent teaching sir

[@jhanphercevallesales5451]

Sir why u use the formula 2EI/L for MBC, should it be 3EI/L since it is hinge end? Im confused

[@Stanacademy]

In slope deflection equation method this is the standard formula. Here we always have 2EI/L. Check this playslist. ruclips.net/p/PLjJwBYxz7Cym_XRwWlux5KDvALqYpPXi9

[@EjderinMaceralari]

sir, it must be 3EI/L for far end pin or roller. So, you are right. But formula changes like that ; 3EI/L (Qi - 3displacement)

[@mohammadniazai646]

Nice explanation... 🥰

[@amalantony1625]

Sr cant a clockwise moment mcb occur at rc...in that case mcb cannot be zero right

[@Stanacademy]

Not possible. in simply supported end, there will be no moment

[@saadal-salih8632]

bwhy fixed end moment of Bc is negative ??
isnot right to be +20 ???

[@Stanacademy]

FEM of BC is negative because it is acting in the anticlockwise direction

[@rajendraraj2906]

Sir why are you deleting the videossssssss

[@Stanacademy]

Because in the old videos, there are minor errors. So I am updating them with good quality