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-pc3ot10 жыл бұрын
the best class ever....mind blowing lectures......thank u so much nptel
@NikhilSharma-pc3ot3 жыл бұрын
@Mustuffa _CIV9_9 really ?
@MrRaj-uu3ph4 жыл бұрын
At 37.39 , why q0 (bearing pressure) was not considered? For making shear force diagram.
@ketanpatel37106 жыл бұрын
The best teacher in this subject
@pawanacharya29154 жыл бұрын
at 49:14, in the conjugate beam, why is not moment at B position not zero ?
@mdarafatullah26186 жыл бұрын
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..?!
@kannan10714 жыл бұрын
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.
@cjpwdesign61083 жыл бұрын
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
@vijayakumardeebaguntla55346 жыл бұрын
thank u so much sir
@deepaksharma-uu9dr9 жыл бұрын
sir plz add rcc video also
@alokswarnkar8 жыл бұрын
at 33:15 how area of soil in contact is 2LB
@mdarafatullah26186 жыл бұрын
The total length of the span is 2L into B
@machakajimaharjan13525 жыл бұрын
because the length is 2L
@ingedgarmendozabalanzario19997 жыл бұрын
CONGRATULATIONS AND BEST REGARDS FROM MEXICO CDMX ING EDGAR MB