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?
@@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
@@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
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...
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Thank you sir❤i have exam tomorrow and now my basic is clear of SMD & BMD
Your valuable videos ❤️❤️❤️🙏🙏🙏🙏🙏🙏
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Thank you sir clearing all the doubts which I couldn't understood earlier 🙏
when you calculating sf at point a it should be 0????? 45-45 =0... plz reply its a big confusion for me
No, this correct SF would be 45 at point A
Very clear explanation
Loving all the videos regarding shear force and bending moment ❤️
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Reaction force finding karte samay bending moment sirf beam ke end pe zero lena hai . Yese jaho man waha nahi le sakte h
thanks a lot dear its really helpful
For SFA u aren't taken RA value?
I have the same doubt, the RA value is not add at the SF at A.
ryt bro....i think he has forget to do it
Waha per hath tha to dikha ni hoga
How to know parabola goes upward or downward sir...plz reply it
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?
What if we calculate the shear force from the left side? Will the sign convention get change?
Yes
Nice explanation bro tq
Sir there is no support at left side udl how to solve it
I have same doubt😢
Do you know that
It's valuable I can understand easily
But how to know this is over hanging or not
Please reply sir
If the beam extends over a support it is overhanging beam
I have a problem on calculating normal force on a beam
Nice
Humare tuition ke sir bolte hai ki moment calc krte waqt. Clockwise +ve hona chahiye and anticlockwise -ve hona chahiye.
tho tumhare se sir chutiya hai agra tumhare sir america ko pakistan bolenge tho man jayoge kya ??????????????????
Welcome B.Tech Students,One Day Before Exam😁
Very very useful
We found RA VL is 55 !Whyy RA Value is 35 instead of 55?
This is a overhanging beam
But SF at A i think it's wrong because Ra is 45 and you didn't included it
Download option pedithe students download chesukoni kavalsina time lo chustharu
Tq very So much sir
Aur woh left side se sfb and bmd ki calc krte hai
If you calculate bmd from left side your sir is right
@@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
@@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
Shouldn't Shear Force at A be 5 -45 = 40kN ??
tɦaռҡ ʊ sir
Sum Wrong Chepparu Sir Reaction Daggarana Chinna Mistake Chesaru Alage Shear Force Kuda Values Wrong
Tq sir
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Bhai Hindi me bna n videos