Ma'am at bending moment @x =3 =1.2 ahnelo kitunne..@x=4=0.8 aahn kittane🫠

Kerala kutti nice teaching

Please can you make a video on analysis and design of composite structures.

Your lessons are very good

Last sum not a vertically loaded beam.....so R-J = 8- 3 +1= 4

Some take +6(a1x1 )and some take negative which one is correct

Why did u take M=0 in equilibrium equation? There is no moment as reaction so why it is considered in equilibrium equation? Similarly what if there is a simply supported beam with one side pinned and other side roller support and only vertical load is acting? Will we consider M=0 as equilibrium equation? If yes then why? If no then that beam is indeterminate? If indeterminate then how come we solve it without any compatibility equation?

Why wasn’t hf considered on the energy grade-line?

Thank you 😊😊

Theta a=-2.8902 theta b=+1.597 ,is it correct?

Nice

Why not suddent expansion loss?

noob

Ma'am u deserve more subscribers and support u really teach very well , ma'am please upload more videos on different subjects related to civil engineering , the way u teach really amazing.

Malayalam

in the last example part "combination" method, i think we don't have a hinge in point B, only hinges we have is A E C D

would you please show the correct answer of last example part combination because you didn't finish it completely?

Mam 37 :52 timel 12.5 minus 5 aavumbo 7.5 alle vara appo theeta value marille

Isn't the base is 2 m and depth is 3m (you have drawn opposite) You use base as 2m and depth as 3m in moment of inertia

Great content... I'd say try organising your content in playlists

Very well explained, I came here only for the last question. Thanks 😊❤

Could you please suggest some text book with exact syllabus for honours exam

Hydraulic gradient at A = (total energy @ A) - (velocity gradient)

Thanks mam ❤

You suppose bending moment at b is zeo to find reaction at a and after moment equation derived after bending moment at b is not zero how ?

finally somebody could explain beam and arches differences with logic,thank you mam

Mam for the span BC and CB the length is 2L mam but u didn't mentioned there as 2L...instead of 2L u wrote only L mam...

thanks mam

Madam, the final value of delta is exactly right, isn't it?

Ith 2019 scheme KTU S6 sa2 module1 aano

Those support moments are negative and span moments are positive, why did you drew all the three support moments on the positive axis? Shouldn't they be drew below ?

Very detail explanation. Thanks

construction managaement

mam notes mil jaayega

wonderful explanation mam😇

At the joint.B, That is joint BE, & no BD joint

Thank you so much.well explained

10:23 thanks mam....you have cleared my biggest confusion

nice cls mam 😍

is this udl always point to center and if so，could you explain why axial force is qR？

Super mam Please drink water and teach the class @27.31

Mam exist lose why not consider

Thank uu

In combined mechanism, is there any hinge formation at b? Pls check

Thank you mam, my lecture is not clearly teaching us like you.

Explain with clear calculations

🔥

Thank you

Ma'am CET302 first moduleint ee 8 vid syllabus full indo?

Mam next mod vedios?