Bending Moment & Shear Force Diagram in Tamil
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- Опубліковано 8 жов 2024
- Bending Moment & Shear Force Diagram in Tamil
When a beam is loaded by forces or couples, stresses and strains are created throughout the interior of the beam. To determine these stresses and strains, we first must find the internal forces and internal couples that act on cross sections of the beam. Both the shear force and the bending moment act in the plane of the beam, that is, the vector for the shear force lies in the plane of the figure and the vector for the moment is perpendicular to the plane. Shear forces and bending moments, like axial forces in bars and internal torques in shafts, are the resultants of stresses distributed over the cross section. Therefore, these quantities are known collectively as stress resultants.
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Bro inum in detail la solirutha nala iruthurukum bro
Video with animation nala but calculation kojam in depth sona video vera level iruthurukum bro
Matha bapadi yellam super bro
nice simply explained.. looking for more videos
Very thanks. Last minute exam preparation ku bayangarama use aachu.
Sir, thank you explaining engineering concepts in native language.
Thank you
From Karnataka
5:10 👈 it's not simply supported beam. It's a continues beam
Super bro, supports and loads pathi oru class potu explain panunga with example oda
Maelottama sollitu poitinga innum detaila solliruntha nalla irukum saria puriala but good work keep doing bro✌
SFD and BMD diagram drawing explain panuga sir ...sir unga teaching super
Great work sir keep doing
Why bending moment is maximum where the SF is zero?
Super bro.....
Bro ellathukum example soninga, udl load ku example solunga
Critical buckling load na enna brother
At which load, it starts to bend.
Nanba, shear force and bending moment find out pannittu appuram enna pannanum, ennoda question ean itha find out pannanum, pls sollunga
This is the basic calculation for finding the maximum capacity of beam. For example, we have trucks with 30tonnes. How can you say this bridge apt to withstand??? So only we calculate these bending moments and shear force.
Thank you
My friend finished B.E mechanical ENGINEERING 2018 passout. His future plan become a industry machinery designer. Please guide which cource suitable for him. any internship job ?
This is basically i prefer to my friends to become designer.
1. Technical Concepts about the particular object which you want to design. Ex: heat exchanger, you need to study heat and mass transfer, CFD, thermodynamics.
2. Get experience from industry persons.
3. ANSYS / ABAQUS anyone and hypermesh (pre processor)
It will take much time to achieve. So keep learning with good text books, and go ahead with patience.
Congratulations!
See our video, how to become designer in Tamil.
Bro shear force ethukku use aahuthu bending moment ethukku use aahuthu irandukkum irukkura difference sollunga
We want to calculate all the forces in the beam for equilibrium condition.
Bro shear forcekkum beding momentkku difference sollunga bro
Bro konjam first ha poringa konjam in detail plus mouse pointer use panunga
Better feedback. Thank you bro
Anna soil mechanics .Applied Hydraulics Yepdi padikurathunu sollunga anna .plss .yepdi padikurathunu thrla anna
Ok i will tell you
Sir static indeterminacy topic podunga plz@@kaanagamlearning
What is the difference between Limit state method working stress method
Working stress method : within elastic range
Limit state method : even in plastic range.
@@kaanagamlearning
This one of the different .... Tell me detail explain
Bro shear force zero va eruntha bending moment eppadi maximum ahh erukum
Bending எங்க maximum மா இருக்குமோ அங்க failure (fracture) உண்டாகும்.
Failure உண்டாகுத plain தான் shear plain என்று சொல்வார்கள்.
எப்பதுமே shear plain ல shear stress zero வாக இருக்கும்.
இந்த vedio ல full and full correct explanation இல்ல.ஆனால் vedio போடதிற்து எனது பாராட்டுக்கள்
Shear stress beam ல support ல maximum மா இருக்கும்
Beam மின் உள் பகுதியில் ஆதாவது support end ல compression tension நால axial shear உண்டாகும்
If you found any mistakes, kindly comment it
Shear force sign convention is wrong...
not very nice.but ok