Beams - Example 1

  Рет қаралды 73,342

nptelhrd

nptelhrd

Күн бұрын

Пікірлер: 35
@iitmssiva
@iitmssiva 15 жыл бұрын
praman0: Do you think I should continue with this effort of putting up these videos on the net. What other topics do you feel you may need covered in Statics and Dynamics? Sivakumar
@thatoneguy9102
@thatoneguy9102 6 жыл бұрын
Sivakumar Srinivasan sir plz sfd bmd plzzz
@thatoneguy9102
@thatoneguy9102 6 жыл бұрын
sorry its in the next lec sir you are awesome your explanation is so basic
@viveksharma8977
@viveksharma8977 5 жыл бұрын
You are best
@mutiurrehman4418
@mutiurrehman4418 4 жыл бұрын
I came for Free Body Diagram. Modern Books gives so much focus on these in introductory lectures. and I ma a beginner.
@aravindhvijayanandan3010
@aravindhvijayanandan3010 4 жыл бұрын
Thank you very much, Sir.
@praman0
@praman0 15 жыл бұрын
prof: shiva you have been doing a great job wit these videos. the other day , i did tell my dean how your lectures have been helping me out. we follow engineering mechanics statics 12th edition by rc hibler.
@devrajshellagi9843
@devrajshellagi9843 5 жыл бұрын
Hey
@manjulavani3515
@manjulavani3515 11 жыл бұрын
sir basics are clearly explained.students definitely get benifited.
@viper3120312
@viper3120312 14 жыл бұрын
in the image at 40:43, why isn't the shear force pointing downwards if the face is to the left.
@manishn403
@manishn403 13 жыл бұрын
thanx a ton prof, it's really helpful... the best part is u make them look simple anyways thanx again..
@TheBelsi
@TheBelsi 15 жыл бұрын
You should definetly continue the big effort, is has been a great help..
@Priyankgag
@Priyankgag 16 жыл бұрын
this is one of the best prof. of iit
@akshaysaraf6865
@akshaysaraf6865 9 жыл бұрын
thank u sir! nptelhrd, I request u if u could add small animations in between to explain few confusing points then the total concept will be crystal clear for students! anyways, great work, thank u!
@nanz2009
@nanz2009 10 жыл бұрын
This video helped me a lot .. thank you Mr Siva Kumar
@pratikmirgane333
@pratikmirgane333 6 жыл бұрын
Thank you sir, today I understood the concept which was troubling me for 2 sems.
@sanket.tripathi
@sanket.tripathi 12 жыл бұрын
Sir, i hav seen ur viseos which are vry great so plzz continue dis and sir iwant lec on flexural formula, area center n m.i of common cross section w.r.t centroidal n parallel axis etc... so if u cud plz help out..
@Senefleder55
@Senefleder55 15 жыл бұрын
do u know? u explained much clearer than my lecture :D, and I've been understanding a lot at the time I'm watching this :D
@joseortega9712
@joseortega9712 11 жыл бұрын
thank you sir.. this videos really really help in the concept of statics..
@sarangeetam
@sarangeetam 10 жыл бұрын
this video is very good to improve our basics
@rajendra281
@rajendra281 11 жыл бұрын
Very helpful video. Thanks to you sir.
@slownightsolongg
@slownightsolongg 14 жыл бұрын
anyone know where I can find videos like this about distributed loads?
@XC20248
@XC20248 13 жыл бұрын
Prof. Siva Kumar I just wanted to know why at 25.49 is it -4P/3 and not +4P/3 when it is pointing in the upwards direction when x is also point in the +x axis direction.
@harimyoldpal
@harimyoldpal 7 жыл бұрын
For static equilibrium condition, the shear force that was assumed to be along +ve y direction turns out to be -ve.Hence he has written -4P/3, you may as well denote the shear force downwards(along -ve Y-axis )and replace -4P/3 with a positive value of the same magnitude. Hope it helps :)
@therawscholar
@therawscholar 7 жыл бұрын
sir in the very first example the way you calculated the bending moment is very confusing as the sign convention which u have followed is totally different from the one which u have told earlier.
@immanenikarthik7565
@immanenikarthik7565 9 жыл бұрын
thank u very much sir its very usefull to one
@Nikhilkumar-on8vg
@Nikhilkumar-on8vg 3 жыл бұрын
I miss these old blackboard lectures of nptel. Lectures through ppt presentation or writing on paper is no match to old style
@building225
@building225 12 жыл бұрын
Thank you teacher.........^-^
@sahilrajeshgajbhiye4968
@sahilrajeshgajbhiye4968 5 жыл бұрын
tyvm sir
@birudevsalgar8025
@birudevsalgar8025 7 жыл бұрын
Thank U...sir.
@shaantubes
@shaantubes 7 жыл бұрын
how is it one dimensional?
@sittoonagesh6668
@sittoonagesh6668 7 жыл бұрын
Professor is talking about beam which is considered as 1D element. To make you clear, here only length along x is dominating over other two lengths (which are along y and z). Moreover, you can assume a curvilinear element as 1D for analysis as well. So now questions arise, what are the 2D adn 3D structures or elements. Suppose you are interested to solve a problem of plate (in which two dimensions are dominated over third) can be considered as 2D element or structure. And the last type of structures are 3D (all the dimensions are dominated), for instance, lathe machine, bike, bridge etc. Hope that this helps. Write us again for further clarification.
@atuljha7622
@atuljha7622 11 жыл бұрын
thank u so much sir
@praman0
@praman0 15 жыл бұрын
i dont get the concept that my teacher here in oklahoma explains. his videos has been my only help..
Beams - BMD and SFD
45:41
nptelhrd
Рет қаралды 357 М.
Example 3 - Rigid Body Systems
28:11
nptelhrd
Рет қаралды 41 М.
Cat mode and a glass of water #family #humor #fun
00:22
Kotiki_Z
Рет қаралды 42 МЛН
Beams - Loading, Shear and Bending Moment Relations
20:49
nptelhrd
Рет қаралды 57 М.
Example 2 - Rigid Body Systems
35:01
nptelhrd
Рет қаралды 61 М.
Friction - Solving Problems
26:13
nptelhrd
Рет қаралды 45 М.
Mechanics of Solids - IITM 1.1 Planar Rigid Body
11:41
nptelhrd
Рет қаралды 191 М.
TUNDRA vs TALON - GROUP STAGE ▌FISSURE PLAYGROUND 1 DOTA 2
10:11
Dota 2 Rapier
Рет қаралды 14 М.
When Life Hurts, Let Go | A Stoic Lesson for Inner Peace
16:20
Einzelgänger
Рет қаралды 37 М.
Analysis of the truss system
35:11
nptelhrd
Рет қаралды 78 М.
Mechanics of Solids - IITM 1.3 Equations of Equilibrium
20:57