SFD and BMD - Problem 1 - Part 3 - Shear Force and Bending Moment Diagram - Strength of Materials

Subject - Strength of Materials

Video Name - SFD and BMD - Problem 1 - Part 3

Chapter - Shear Force and Bending Moment in Beams

Faculty - Prof. Zafar Shaikh

Watch the video lecture on Topic SFD and BMD - Problem 1 - Part 3 of Subject Strength of Materials by Professor Zafar Shaikh. Watch the Complete lecture on Engineering Academics with Ekeeda.

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[alokshukla]

sr point of contrflexure x2 value is 2.60266 not 0.4

[nitishsharma]

sir u explained this thing in a very very simple way thanku sir for your efforts i always recommend your online lecture videos to my friends keep making such types of videos

[Ripon]

U teach so well sir... Need & clean... Just wow... & u solved my problm

[austin_tiyani]

Never trusted this channel cause i thought it won't show me what i want since I'm from south africa 🇿🇦 but it helped me a lot by trying it out. Thanks!

[meshackwachiuri]

I have called myself lazy. I have never solved this before but this video is a game-changer.

[athulk]

explanation was very clean and neat sir. thank you very much

[TheWorldThinkers]

Thank You Sir for this video. i found an error in calculation...the point of contraflexure value X2 from B is 2.604 not 0.4.
0.4 is from D and 2.6 is from B which makes it total of 3.0. Thanks.

[geetabhat]

Sir you have to clear my all dobuts. Thank you so much sir your great reaching 🤗🤗. I love your teaching way.Once again thank you so much.

[irzaanshaik]

U explain very easily sir Thank u sir .ur method of teaching is great sir

[keralacodingacademykca]

great videos all of them sfd bmd...gonna help me in my university exam..thanks man...i found an error in calculation...the point of contraflexure value x3 is 2.604 not 0.4....thanks

[soewai]

Sir, in BMD calculation x2 value should be 2.6m in my calculation.Right?

[ssebuggwaworamadhanahmad]

wow thanks for the brief and nice explanation.

[rajukambale]

Sir, .
Second point of contraflexure X2 is 2.604m not 0.4 m

[soumipatra]

sir the video was very very helpful. thank u sir

[yatamd]

Enjoyed ur Lecture sir, grt.

If possible sir keep it one video instead of part 1, 2, 3.

[sampsonerasmus]

I noticed the way you take your sign convention. It is a bit different but understable, still I appreciate the refresher

[shubhamdiwakar]

sir point of contrafacture me x2 ki value 2.602 aayegi

[mohamedabuthakir]

hi
u r saying the X2 distance incorrectly. It has to be mentioned first x2 then
Please correct me if I am wrong

[VYOMISTRY]

Sir, point of contraflexural of overhanging is in bmd Why not u calculated in sfd because in sfd also from point A to B Shear force changes its sign .... Plez help me