U.V.L.- SFD & BMD(Uniformily varying load on a simply supported beam)

[@sagnikchakraborty1264]

Nicely explained video sir

[@civiluptodate1580]

Thanks and welcome

[@nileshrajput7461]

Nicely explained sir
One suggestion
U should both the cases in thumbnail of the video

[@keshawpatel4856]

Excellent sir

[@rohanbharti1169]

much neeeded video on uvl..

[@Horrorwallah_1]

Good explanation

[@saikatmishra7240]

Sir,at the point B ,wl/3 is positive according to value but why taken it negative or downward direction in the diagram?

[@civiluptodate1580]

If we cut any section in between the length of beam then shear force to the left of that section will be positive upwards and S.F. to the right of that section will be positive downwards. [Sign convention]

[@saikatmishra7240]

@@civiluptodate1580 sir plz tell Bending Moment sign convention

[@shivendrasinghchauhan7860]

Great bro

[@sagnikchakraborty1264]

Thanks Chauhan sir for uploading we need videos frequently

[@civiluptodate1580]

So nice of you

[@CivilsPlant]

Wow. Perfect.

[@SurgingDiplomat]

Last me uvl w load ordinate at left end k case me
BMD diagram right hand side me wrong hai.. SFD ki slope decreasing hai to BMD ki bhi decreasing honi chaiye... But but apki increasing hai

[@civiluptodate1580]

d/dx of M = V.
It means slope of BMD is equal to shear force.
From left to right in SFD, value of SF goes on decreasing till zero, therefore slope of BMD goes on decreasing.
When SF becomes zero (d/dx of M = V), BM will be constant at that point and Slope of BMD will be straight line at that point.
Then SF goes on increasing in negative direction, therefore slope of BMD goes on increasing.
Therefore, slope of BMD first decreasing then increasing.

[@do.you.]

What if the load is increasing from 1 to 2 or something,not from 0 ?

[@civiluptodate1580]

Loading will be divided in U.D.L. and U.V.L.

[@Murkong-c2q]

woaahhh thankyou so muchhh

[@arabindasadhukhan547]

Thanks a lot thanks a lot and again thanks a lot

[@Harshraj-un2el]

Thank you sir.

[@yokeshbhalamuruhan7047]

💯💯

[@SHIVAM-bm3ys]

Reaction glt nikale ho ji

[@civiluptodate1580]

Reactions for triangular loading are correct.
U please check again.

[@A.Duke003]

You made it too hard! It coul be simply described.