Flexibility Matrix Method of Analysis of Beams - Problem No 2

[@amosbanda9657]

Sometimes it feels like my lecturer tries his hardest to complicate simple topics

[@prsn_naik]

Definately yes bro

[@AK47-w1p]

The same 🤦🏻

[@invisible4276]

Excellent 👌

[@CEFKARANKUMARR]

Thank u sir very useful 😀🙏🙏

[@BalaKrishna-ht7hc]

If udl is acting eccentricity then what is formula to find DELTA L

[@simeonfawehinmi2964]

is the formula for the point load meant to be wab^2/L

[@simeonfawehinmi2964]

isn't

[@ddaspires26]

Whether it is for structural analysis 2?

[@gibrillamohamedkamara]

How do you get the heights (48/EI)?

[@sahannethsara1918]

Super explained

[@CarlosMartinez-he3rv]

If I have a moment in B, this moment is consider in individual beams

[@sourya_11]

How select the redundant...i choose last two support but ans not match plz explain

[@Stanacademy]

th-cam.com/video/NgYq1uEISR8/w-d-xo.html

[@ParwezAlam-lj7qx]

sir can you provide the notes

[@tamashreekarmakar7225]

Mb kiya hain?

[@ashitasrivastava681]

But why did you calculate first row in flexibility matrix instead you should be calculating first column as f21 will represent displacement in 2 when load is applied in 1 .

[@Stanacademy]

because f21 abd f12 will be same. so it does not matter

[@jacobraphalane2837]

Super, super.