Mod-01 Lec-02 Review of Basic Structural Analysis I

[@dr.sudhirbhatt1326]

Mod-01 Lec-02 Review of Basic Structural Analysis I Min:27:12. In my view it seems that the equations shown for Triangular loading in two cases for S.F. got interchanged as their differentiation is not giving the loading conditions. Similarly for B.M. equations also the interchange is required for case 1 and case 2. If not, Pl clarify my doubt.

[@NikhilSharma-pc3ot]

the best class ever....mind blowing lectures......thank u so much nptel

[@NikhilSharma-pc3ot]

@Mustuffa _CIV9_9 really ?

[@MrRaj-uu3ph]

At 37.39 , why q0 (bearing pressure) was not considered? For making shear force diagram.

[@ketanpatel3710]

The best teacher in this subject

[@pawanacharya2915]

at 49:14, in the conjugate beam, why is not moment at B position not zero ?

[@mdarafatullah2618]

Deflection = double integration of M/EI so how come a body having same M/EI diag have two deflected shapes at 29:55 plss ans if anybody knws..?!

[@kannan1071]

Hi, Can anyone explain how SF and BM is drawn at 37:48 When I work out i was not able to get the same result.

[@cjpwdesign6108]

I think the hogging moment shown as (1/9)PL is wrong and should be (1/3)PL. the midsupport moment (1/4)PL is correct. the shear force diagram is also correct

[@vijayakumardeebaguntla5534]

thank u so much sir

[@deepaksharma-uu9dr]

sir plz add rcc video also

[@alokswarnkar]

at 33:15 how area of soil in contact is 2LB

[@mdarafatullah2618]

The total length of the span is 2L into B

[@machakajimaharjan1352]

because the length is 2L

[@ingedgarmendozabalanzario1999]

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