Concept and Problem on Substitute Frame Method - Structural Analysis 2

[@sudarshannikam5243]

Thanks mam, Why do we consider Live load and Dead load saperately while calculate F.E.M. ?

[@sahilrana9225]

Nice try 💕, your video really help me alot to understand the concept.keep it up dear 😜

[@SAHIL_CE_]

samjhana to dur ki baat book se ek question utha ke as it is chipka dia . very nice

[@raminenisurendrababu2993]

Dongre 👍👍 nice work as a teacher.

[@tekulapallysujatha7330]

Madam can you explain about spacing of girder

[@upscaspirants4917]

Finding fixed end moment is wrong .... because 14.4+6=20.4 not 18.4 KN/m

[@kind267]

Thanks mam

[@svbgroup2020]

You are just reading out the textbook problem ..... Better kuck explaining better with more clarity

[@Archieverse07]

The self-weight of beam 6 m spain is 4 kN per metre but you are using 6KN per metre😢 why??

[@wewakerawat8454]

Madam aapne sb calculation ulti sulti kr rkhii

[@trinitywarlord]

i didnt understand anything

[@jatindhiman0200]

confused

[@trishtanbose1764]

VERY BAD EXPLANATION

[@goodvoiceg30]

Bad explanation not understand