Slope Deflection Method having Both Ends Fixed | Problem 1 | Analysis of Indeterminate Structures

[@vivekagnivamsha2304]

U are better than my clg lecturers

[@structuralanalysisanddesign]

Thank you so much for appreciating, keep watching and supporting

[@anuragmukesh1295]

😂😂

[@biiramalicerinah8]

The truth is I kissed ur explanation sir. Thank u very much ❤❤❤❤

[@structuralanalysisanddesign]

So nice of you, I am really happy this video helped you to understand the method, keep watching and supporting, all the very best

[@parmardivya3599]

Best...best .....best ....ur teaching method is just fab❤

[@structuralanalysisanddesign]

Thank you so much, feedback like this means a lot to me, keep watching and sharing

[@everythingilovereviews2284]

Wow this man is really good. I understand everything clearly. Please upload videos on virtual work method, double integration and moment area method

[@paulpablozaire9826]

It is very easy to follow
🙏

[@mbokiptrsn8496]

Awesome thanks

[@structuralanalysisanddesign]

Welcome

[@mdfaisal2050]

Sir plz make videos on design of rcc and steel structure

[@structuralanalysisanddesign]

RCC structural elements design already available on channel and steel structures will be uploading next semester

[@Mew7092]

Sir is it necessary to remember all the formulas instead of solving by equation of equilibrium

[@AbreMaldwyn-sh7kf]

What if the reactions at same support are different? For example, Mba and Mbc are different, What will be the final moment at support B?

[@xolimduduzi8792]

I don't think there is such a case because the total moment at B is zero, therefore Mba and Mbc must have the same magnitude but different DIRECTIONS/SIGNS

[@kasimhassan9950]

Hi sir we need more examples about method of joint and method of section

[@structuralanalysisanddesign]

Will upload soon, keep watching

[@kasimhassan9950]

@@structuralanalysisanddesign thank you sir

[@mathyphytutor2111]

how is he getting maximum moments on the bm diagram where is that formula coming from

[@xolimduduzi8792]

The first bending moment diagram(parablic ones) are for external distrubted loadings then the rectangular ones are for internal

[@flutedilse4264]

helpful

[@structuralanalysisanddesign]

Thank you, keep watching and sharing

[@brojenbarman8041]

Moment L^2

[@muibisodiqolabisi5225]

❤❤❤