"Important Questions" | Part 7 | Lecture 16 | Structural Analysis

[@bijendergautam3487]

Awesomely Good.

[@bablookumar5549]

Thank u sir

[@faizankamal6844]

Sir in case of axially rigid column u took delta x1 and delta x2 deformation then why in case of axially rigid beams u didn’t take delta y1 and delta y2 deformation as length of size can be increased or decreased? Pls pls reply it will clear my doubts (anyone else who knows the ans plsss reply)

[@deepakvangapandu6346]

Because when columns are fixed then there is no displacement in y axis nd when beam is fixed no displacement in x axis that's it

[@TrendingSearch_]

Thankyou sir

[@civilengineerssubjectdoubt4615]

Thank you sir