Structural Stability and Determinacy with Example Problems - Structural Analysis

[@cherryleung9236]

who are you so wise in the ways of teaching? i love you you've saved my grade

[@scootertheeb6172]

Thanks for your great educational video, it’s informative and easy to understand! I’m a structural engineer with over 19 years of experience, however, I still need to brush up structural stability theory as it’s a fundamental and essential knowledge body that all structural engineers must master.

[@Learn_Civil_Engineering]

Thank you for your support Scott The E&B, it really helps out and I love to hear about the backgrounds of different people watching my videos 🙂

[@SydneyRover]

Fabulous content and a really great explanation! Thank you so much! I am looking forward to watching more of your videos to improve my understanding of structures.

[@kumkumsoni3753]

Thank you so much for this !! Can't be more thank ful coz I just couldn't understand it in my class and now I am able to understand only coz of u thank u very much , it helped me alot with my assignment

[@calm-soothingpoetry983]

Helped me out a lot, it cleared all my confusions. Thanks!

[@Learn_Civil_Engineering]

You're welcome 🙂 Thanks for the support!

[@iamfictionalEngr]

Thank you for a great explanation! the best video out of all in RUclips

[@telestruct]

Hello, Could you please explain how to find the internal indeterminacy degree of the structure with X bracing shown at 1:34. To my understanding, we have 4 hinges and each hinge is connected to 3 members it'd reduce the indeterminacy degree with (3-1)=2 >> 4*-2=-8 but how to determine the number of loops that increase the degree of indeterminacy. Thanks in advance.

[@NuredinAwol-zh2jf]

Thank you for your great educational video!
Could you do some examples related to the influence Line diagram that have over hanging and more than 3 hinges please help me it's very borrow me

[@mmrida_]

very informative! thank you so much

[@hariomchandra9048]

How is a truss, which undergoes rigid body translation for an arbitrary load,classified as
Options are
1 geometrically unstable
2 statically unslable
3 structurally unstable

[@mistertwister7658]

im 11 and homesholled i just this amazing educational channel love the videos

[@Learn_Civil_Engineering]

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[@EjayMorato]

Can you make more video tutorial about structural theory and hydraulics, I can easily understand the way you explain than my instructor/professor sir.

[@mohammadtimory9054]

Thank you. helpful explanation of Structure stability.

[@olevel_maths1470]

Structural analysis and finite element method
ruclips.net/channel/UCfZBo0T5G0W_rGYHAXfYIRwvideos

[@bikashmandal4125]

Thank you so much for the video

[@salvo894]

Is there an app to simulate this?

[@maxamedmuuse4882]

FOR the moment at C aren't RYA AND RYB CAUSING A MOMENT?

[@donquijote6030]

Fantastic content. Thank you for uploading.

[@Learn_Civil_Engineering]

Thank you!!

[@beautifulday1665]

Can you do more videos like this, sir? And is there a playlist for such videos?
I didn't understand why you multiplied by 8/2 in ( 4 × 8 × 8/2 )?

[@abubakarmukhtar9704]

Thank you

[@amrgaafar8412]

THANKS ,APPRECIATE IT MAN.

[@Learn_Civil_Engineering]

You're welcome, I'm glad you found it useful!

[@tiamsaffari]

thanks a lottt

[@STRUCENGG]

thanks alot

[@massaalansari258]

thank youu

[@KILONEWTONS]

Nice

[@quanghienphan2363]

sorry, I think , in the moment equilibrium equation at A or B = 0, the X-asix, not including.

[@shahzadahmad1538]

where it come 5x7 in moment at B

[@8ightkay]

5x8x8/2 ???? I dont get it?

[@rllrll9512]

Nothing but moment formula ( Force x distance).. The Force is (5x8) and Distance is ( 8/2).

[@rllrll9512]

Very Complicated Theoritical Lesson.