Strength of Materials | Module 3 | Relationship Between Shear Force and Bending Moment (Lecture 32)

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ye to postive hona chahiye na sir kyu ke ye anticlock wise hai from Right to left +(M+dM) 19:15 pe

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Nhi bhai anticlockwise humme negative liya hai isme

[@omprakashrajpoot7702]

Sir in case of cantilever beam bending moment is maximum at fixed end but shear force is constant not zero through out the beam in cantilever for point load. Please explain ??

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[@leepidas8811]

Sir exam hai.... Please uploads shear and bending stress in beams and deflection and torsion also

[@xaminbaba9938]

sir i have a confusion, while taking moments in the element we take RH ACW abt C +ve but while drawing BMD RHS ACW is taken -ve, please clarify

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for this case is x=a is the middle point ??

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Sir upload next module video

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Sir please provide next video

[@ravigautam8685]

Thank you Sir for clear explanation. I need to understand bent bar. Is it a two force member. How to understand equilibrium condition. For example if chair has all the four legs as bent rods, how does moments balance out how to find loads and stress. Also if a truss has a bent bar as one of the elements how to find loads and stress.

[@FonxyStar]

if two force acting in equal magnitude and opposite in direction makes the body to neutral condition. if the complimentary forces in acting in another plane in opposite in directions that tends to keep the body in static equilibrium condition

[@harsh743]

Sir when shear force is 0 then bending moment is maximum but it could also be minimum ?????? Please clear it

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Genius

[@aryanagarwal1425]

sur you had told the summation for all horizontal forces is shear force and in this video you are saying sumation for all vertical forces are shear force i didnt understnad this part could you please pls explain

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Sir sfd and bmd ka applications kya h

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[@sanjivghoshal7116]

sie is this video helpful for polytechnic students??

[@xaminbaba9938]

why sagging hogging sign convention not used while taking moments in the element,

[@NirmalNikhil]

sagging or hogging sign convection is adopted when we try to find out bending moment at a SECTION but here we try to find out the bending moment of an ELEMENT in where we adopted the simple sign convection cw moment as +ve and acw as -ve .

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Entire series is completed

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I have a small doubt in this video in calculating moments v and v+ dv both same direction how sir

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Sir w.dx passing through c se ho rha hai toh wo zero q hogaa

[@NirmalNikhil]

moment of force about a given point means force x perpendicular distance between that force and the given point .since wdx is passing throught the point c itself. there is no distance between wdx and c thats why it is zero

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Sir ap video 29 days per upload karte h ?

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Reply atleast when u upload upto module 10

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[@malayadalai8851]

dv/dx should w not neg(w)...how can force act in same direction in both side..as udl is found downwards. And dm/dx should neg(v). Plz clarify dis.

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