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SFD and BMD for overhanging beam, Mechanics of solids 

Reference Book
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25 окт 2024

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Комментарии : 48   
@jitendramahto9542
@jitendramahto9542 3 года назад
You explained all videos very well . I saw all 7 videos and now I am very clear about sfd,bmd,and point of contraflexure..thnx...for this video...
@ReferenceBook
@ReferenceBook 3 года назад
You are welcome please share my videos with your friends
@manvendrachauhan4032
@manvendrachauhan4032 3 года назад
when you calculating sf at point a it should be 0????? 45-45 =0... plz reply its a big confusion for me
@arshitaroy1513
@arshitaroy1513 2 года назад
Thank you sir❤i have exam tomorrow and now my basic is clear of SMD & BMD
@Ritosonium0233
@Ritosonium0233 3 года назад
Thank you sir clearing all the doubts which I couldn't understood earlier 🙏
@nagesh7130
@nagesh7130 4 года назад
Your valuable videos ❤️❤️❤️🙏🙏🙏🙏🙏🙏
@ReferenceBook
@ReferenceBook 4 года назад
Thank you please share my videos with your friends
@shreeharshastp9824
@shreeharshastp9824 3 года назад
Very clear explanation Loving all the videos regarding shear force and bending moment ❤️
@ReferenceBook
@ReferenceBook 3 года назад
Thank you please share my videos with your friends
@zhilyaismael8435
@zhilyaismael8435 5 месяцев назад
thanks a lot dear its really helpful
@manishkumarce6429
@manishkumarce6429 8 месяцев назад
Reaction force finding karte samay bending moment sirf beam ke end pe zero lena hai . Yese jaho man waha nahi le sakte h
@lokeshj4818
@lokeshj4818 4 года назад
It's valuable I can understand easily But how to know this is over hanging or not Please reply sir
@ReferenceBook
@ReferenceBook 4 года назад
If the beam extends over a support it is overhanging beam
@AishabintIdris
@AishabintIdris 4 года назад
Thank you sir, for your video. I have one problem with the shear force diagram. I thought we were supposed to add. For example, at B shear force is -35kN. If at C SF is 5kN, aren't we supposed to move the line to -30?
@pranayalte4193
@pranayalte4193 3 года назад
For SFA u aren't taken RA value?
@munawaralhak9605
@munawaralhak9605 3 года назад
I have the same doubt, the RA value is not add at the SF at A.
@sanyamtyagi5578
@sanyamtyagi5578 2 года назад
ryt bro....i think he has forget to do it
@abhishekagrawal9702
@abhishekagrawal9702 2 года назад
Waha per hath tha to dikha ni hoga
@vikramkumarvishwakarma4586
@vikramkumarvishwakarma4586 3 года назад
What if we calculate the shear force from the left side? Will the sign convention get change?
@nandananandu1610
@nandananandu1610 3 года назад
Yes
@HarishHari-qq9pw
@HarishHari-qq9pw 2 года назад
Nice explanation bro tq
@lxdineskhatri9078
@lxdineskhatri9078 Год назад
How to know parabola goes upward or downward sir...plz reply it
@funnyClips99999
@funnyClips99999 Год назад
Sir there is no support at left side udl how to solve it
@MuhammedAshiq-f3c
@MuhammedAshiq-f3c Год назад
I have same doubt😢
@MuhammedAshiq-f3c
@MuhammedAshiq-f3c Год назад
Do you know that
@GawareAditiD
@GawareAditiD 4 года назад
Humare tuition ke sir bolte hai ki moment calc krte waqt. Clockwise +ve hona chahiye and anticlockwise -ve hona chahiye.
@pakhargupta3434
@pakhargupta3434 3 года назад
tho tumhare se sir chutiya hai agra tumhare sir america ko pakistan bolenge tho man jayoge kya ??????????????????
@بنسونمكواجمليكديانج3151
I have a problem on calculating normal force on a beam
@ajaypuri176
@ajaypuri176 Год назад
But SF at A i think it's wrong because Ra is 45 and you didn't included it
@alexpalat9949
@alexpalat9949 4 года назад
Very very useful
@mayaramyaduvanshi05825
@mayaramyaduvanshi05825 Год назад
Nice
@tamimmalik5508
@tamimmalik5508 Год назад
We found RA VL is 55 !Whyy RA Value is 35 instead of 55?
@NicholasChisom-k3s
@NicholasChisom-k3s Месяц назад
This is a overhanging beam
@kannayammakaru4684
@kannayammakaru4684 Год назад
Tq very So much sir
@vamshithalapathy2056
@vamshithalapathy2056 2 года назад
Welcome B.Tech Students,One Day Before Exam😁
@avaneeshkulkarni04
@avaneeshkulkarni04 Год назад
Shouldn't Shear Force at A be 5 -45 = 40kN ??
@saiedits3504
@saiedits3504 Год назад
Download option pedithe students download chesukoni kavalsina time lo chustharu
@GawareAditiD
@GawareAditiD 4 года назад
Aur woh left side se sfb and bmd ki calc krte hai
@ReferenceBook
@ReferenceBook 4 года назад
If you calculate bmd from left side your sir is right
@GawareAditiD
@GawareAditiD 4 года назад
@@ReferenceBook anticlockwise - ve clockwise +ve hota hai na toh books mai sb ulta kyu hai clockwise -ve likha hai aur anticlockwise +ve Plz batao mere dimag ka bharta ban gaya hai
@mr.vidhyarthi6251
@mr.vidhyarthi6251 3 года назад
@@GawareAditiD aap co ordinate axes k according kr skte h taki +y axis me + and - y axis me - no confusion of clockwise and anticlockwise I hope this will help u out
@QpallaviGuthikonda
@QpallaviGuthikonda 4 года назад
Tq sir
@ReferenceBook
@ReferenceBook 4 года назад
You are welcome please share my videos with your friends
@lokeshj4818
@lokeshj4818 4 года назад
tɦaռҡ ʊ sir
@bobbycuts1775
@bobbycuts1775 10 месяцев назад
Sum Wrong Chepparu Sir Reaction Daggarana Chinna Mistake Chesaru Alage Shear Force Kuda Values Wrong
@35shreyashmanwatkar34
@35shreyashmanwatkar34 2 года назад
Bhai Hindi me bna n videos
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