Lecture 11 | How to draw shear force & bending moment diagram | Simply supported beam

This video explains typical example on how to draw shear force & bending moment diagram ( SFD & BMD) in case of simply supported beam.

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[vivek]

Amazingly explained Sir. I wish you were our lecturer during my graduation. So clearly you have walked us step by step leaving us with utmost clarity. I would request you to explain in the same way a little more complex examples and also on Slopes and Deflection of beams. Thanks in advance Sir.

[rallotakam]

welcome eng students, a day before exm 😅

[oShahji]

Why have you taken 10kN point load as well? Isnt it producing a moment only?

[gloomyend]

Sir I have one query how to know it is a concave or convex parabolic curve in bmd

[prashantsolanki]

perfectly explained sir ..thankyou so much ..plz make videos on more such topics

[linnoxxi]

Thx man this is exactly what i need now

[KishanPatel-ufjg]

Great. It is very useful in gtu exam time

[aarya]

amazing you really selected good question.

[MECHGOPALAKRISHNANS]

But we take bending moment using the right side forces from the point which we take moment, then the same value in negative sign.
But it should be same from any side.how to solve this?

[shivamacharya]

in moments about A doesn't the 4th moment act at a distance of 3 meters from A

[RohitPatel-lesb]

Point of contraflexure kyu nhi calculate kiye sir ap iss question mein

[omarggcode]

great explanation, could u tell me please the device name u used to write the solutions ^^!?
it will be great for my lectures notes and organisation

[abhitajsingh]

Nice sr but hve a little confusion in contonous beam having four support ?? How to find reaction at support. Sr can u help me out here

[AquibAhmad]

Sir solve numerical using moment given at midspan and other positions with point loads also

[rllrll]

Then why some crazy ppl make it hard when they take shear left and right ?? They go further and draw one dashed lines and ask to look left and right and see convensions fuck them ..time consuming .. you make it easy thanks

[sriramayeshwanth]

The udl is acting exactly at the point where Rd acts

[vivek-qpzs]

If we solving from right hand side S.F. at A will be zero . So why we should neglect it

[utsavprajapati]

Hello sir can I use this kind of clock wise and anticlockwise moment instead of sagging hogging??in exam?

[krijalprajapati]

why 10kn is not taken in to find RA????

[tanveekundu]

This video is excellent. But can I take clockwise moment negative and anticlockwise moment positive? Then the graph doesn't remain same. So, what's the solution?