SFD and BMD - Problem 2 - Part 1 - Shear Force and Bending Moment Diagram - Strength of Materials

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Ekeeda

Ekeeda

Күн бұрын

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@Ekeeda
@Ekeeda 5 жыл бұрын
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@pusarlalokesh6705
@pusarlalokesh6705 3 жыл бұрын
How to get notes for sfd and BMD sir please tell me fast tommorow our exam🙏
@shivamchhandak
@shivamchhandak 2 жыл бұрын
Wrong
@kumarkartavay9722
@kumarkartavay9722 Жыл бұрын
Bad concepts
@abhishekbansal2312
@abhishekbansal2312 3 жыл бұрын
-200-180*1*1/2+180*9*4.5-7Rc=0 -200-90+7290-Rc=0 Rc=1000
@harshshirse7258
@harshshirse7258 7 ай бұрын
Why 7290 is plus? Not minus ?
@mushtaqueng8364
@mushtaqueng8364 4 жыл бұрын
These are really the best lectures I have seen
@abhisheknavgire5648
@abhisheknavgire5648 5 жыл бұрын
-200x1-1800x5+7RC=0 is the correct eqn for moment at B which comes out to be RC=1314.28N
@JF59122
@JF59122 10 ай бұрын
Wait isn't RC7 a hogging force so it should be negative right
@Ekeeda
@Ekeeda 7 жыл бұрын
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@sculptor9749
@sculptor9749 4 жыл бұрын
4m (5m for UDL from the end - 1m for Rb from the end) is correct as per his explanation. Sketch a free body diagram and convert the udl into point load, you'll understand it!!
@bahugunaswarnim
@bahugunaswarnim 2 жыл бұрын
Final year ho gya ?
@talibkhan1246
@talibkhan1246 5 ай бұрын
Why minus 1m for Rb?
@mrmanarpfithu8209
@mrmanarpfithu8209 3 ай бұрын
It's 7m from b to c..... So bending moment at that B will be -Rc×7 +1800×3.5 - 200 = ....... Right?
@darksoul2k5
@darksoul2k5 Ай бұрын
thanks a lot for this comment dude,i was struggling with that part
@stanlylouis3687
@stanlylouis3687 6 жыл бұрын
Thappu
@MechanicalCommunity
@MechanicalCommunity 4 жыл бұрын
Is it simply supported or overhang
@vijaybhasker2928
@vijaybhasker2928 3 жыл бұрын
sir, please make a video on sfd and bmd for fixed beams with calculations. sir your explaination is awesome and easy to understand
@ishank9082
@ishank9082 5 жыл бұрын
why did he took two sections for each point?
@ankushjaswal1992
@ankushjaswal1992 4 жыл бұрын
because in udl the load is different on both side of section. e.g at point B 1st load of A = 200 n the udl load of 180*1 (1 is the distance btw a and b) and after section B we have another load of RB
@yamanbhardwaj6400
@yamanbhardwaj6400 4 жыл бұрын
@@ankushjaswal1992 thanks bro 😊
@8106575442
@8106575442 8 жыл бұрын
Its kind request can u give description about sfd nd bmd ofcantilever beam..and few problems related to it...
@dharmanamohansaikrishna8942
@dharmanamohansaikrishna8942 6 жыл бұрын
Its very bad explanation
@prashannashrestha6282
@prashannashrestha6282 5 жыл бұрын
Sir...Why do we get two values of SF at B??
@snxpe
@snxpe 6 жыл бұрын
Shudn't that (1800*4) be preceded with "-" (minus) as u hv shown it is an anti clock-wise load?
@craftart1365
@craftart1365 5 жыл бұрын
Although ur comment is 6 months old but I would like to correct you It is in clockwise direction if taken point b as reference and clock wise direction is taken positive in find moment ...
@debashisdasjnvp
@debashisdasjnvp 5 жыл бұрын
@@craftart1365 isn't the moment on left side of B should be +ve , or sign convention for moment and bending moment are different?
@cyaantech3663
@cyaantech3663 5 жыл бұрын
@@debashisdasjnvp it should be - since the convention sign for bm starting from the left as in the example above is anticlockwise
@PaumadiAao
@PaumadiAao 5 жыл бұрын
Its in clockwise
@MohdAftab-go2qd
@MohdAftab-go2qd 5 жыл бұрын
Sir when we get single value or when we get double value ?
@shamulailatpamnilachandras9271
@shamulailatpamnilachandras9271 2 жыл бұрын
Sir u r great thx .god be with you all the time thanks alot
@Ekeeda
@Ekeeda 2 жыл бұрын
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@karandeep1690
@karandeep1690 3 жыл бұрын
On the calculation of shear force at point C when you have taken the section toward the right of C it will be +2000 in place of +1000 at the calculation time you have taken 1000 two time it should be 2000 at one place as it is the support reaction at point C you have taken it 1000 also
@raghubendrasingh5323
@raghubendrasingh5323 7 жыл бұрын
you made a wrong calculation for moment at B
@lakshaygangwal8860
@lakshaygangwal8860 4 жыл бұрын
also at SF calculation for point C, where he multiplied 180 with 7 instead it should have been multiplied by 8
@divyanshjangid9773
@divyanshjangid9773 4 жыл бұрын
Yer u r right bro he made a mistake at point B
@ankushjaswal1992
@ankushjaswal1992 4 жыл бұрын
@@lakshaygangwal8860 because he already calculated the load over b by multiply 180*1, so next time we only have to go for 180*7 at c
@ankushjaswal1992
@ankushjaswal1992 4 жыл бұрын
@@divyanshjangid9773 because he already calculated the load over b by multiply 180*1, so next time we only have to go for 180*7 at c
@sitoshkr9274
@sitoshkr9274 4 жыл бұрын
Distance between c and b is 7 so it's absolutely right go through the video once
@rohann2926
@rohann2926 6 жыл бұрын
even he is sleepy as i am.. XD 4:11 But these vids are really helpful and step by step at correct pace! Cheers man!
@ravipatirajesh1480
@ravipatirajesh1480 5 жыл бұрын
Explanation -200*1-180*1*1/2+180*7*3.5-Rc*7+180*2*8=0 Then Rc=1000N This is correct process✅
@StoryInspirations
@StoryInspirations 5 жыл бұрын
uu r correct.... what the hell the teacher was doing ... making confusions
@sitoshkr9274
@sitoshkr9274 4 жыл бұрын
You are being confused a lil He just converted udl into point load that is acting at centre 5unit from A now if u go for calculation it won't be wrong
@mowassir_syed4408
@mowassir_syed4408 4 жыл бұрын
Why u took 180*2*8 i think it should be 180*2*1 or 180*9*9/2
@bharadwajmeesala1008
@bharadwajmeesala1008 6 жыл бұрын
Really a very nice explanation sir.... helps a lot.... thank you sir
@ahmedkhan-iw6kl
@ahmedkhan-iw6kl 5 жыл бұрын
Calculation is right 100%..thankyu sir
@vipinv.george8412
@vipinv.george8412 5 жыл бұрын
ahmed khan are you sure??? Everyone are saying his calculations are wrong
@nafisanawal5930
@nafisanawal5930 2 жыл бұрын
Why are we getting two shear forces for B and C points?
@cadethassan3521
@cadethassan3521 2 жыл бұрын
Kindly explain 1800×4? How is it possible?
@Doesit_matter
@Doesit_matter 5 жыл бұрын
You are doing a great job sir😘 yoi saved my lyf 😍
@anshumanjena9460
@anshumanjena9460 Жыл бұрын
Sir i have a doubt when you calculate the shear force at B point
@satyanarayanaprasaddurgava469
@satyanarayanaprasaddurgava469 5 жыл бұрын
Excellent effort and lucid presentation. Thanks
@Ekeeda
@Ekeeda 5 жыл бұрын
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@sairajsunnie19
@sairajsunnie19 9 ай бұрын
The diagram is overhanging, but in question it's written as simply supported!!
@sandeeptiwari3655
@sandeeptiwari3655 6 жыл бұрын
Sir definition aur is solving me main confuse Hoon ki section ke right ya section ke left calculation karna hai aap dono kyun Kar Rahe hain.please answer
@sonalimishra5137
@sonalimishra5137 4 жыл бұрын
Bhut achha se aapne padhya sir Sb samjh aa gya . Thank you! 😊😊
@shivashelva_
@shivashelva_ 4 жыл бұрын
In Point load calculation (Previous videos) your have drawn centre line on the right side for bending moment but in this video left side for point "B" Totally confusing, To match with the answer you are switching left and right ??
@ankushjaswal1992
@ankushjaswal1992 4 жыл бұрын
HERE IS YOUR CORRECT SOLUTION ; here is some confusion going on , the teacher just follo the book and in the book its not simplified so let me calculate for moment at B .....-RcX7 + 180X9X9/2 - 200 - 180X1x1/2 = 1000 its a very good question , the 180 udl load is ating on right and left side of the section thats why i took +180x9x9/2 on right section where as on left there is a span of 1 mtr so again - 180x1x1/2
@Z71990
@Z71990 Ай бұрын
2:43 how the moment is zero? Can anyone explain me this?
@technicalknowledge7711
@technicalknowledge7711 5 жыл бұрын
How did you get the value of 1800x4 in reaction of beam... explain it
@princekumar-xu8tq
@princekumar-xu8tq 3 ай бұрын
how do you calculate the value of rc
@niharikasharma1638
@niharikasharma1638 4 жыл бұрын
Sir In this question, when we take moment about B, then why it is -1800×4? Why isn't it -180×5? As moment will be on the centre..
@ankushjaswal1992
@ankushjaswal1992 4 жыл бұрын
may be = lets again draw a diagram, an u will see the total lenght is 10. now divide 10/2=5 here 5 is in ur centre but wait we have to take the centre of Rb and Rc and the distance between rb and rc is 7 so if we divide 7/2 it comes 3.5 on each side. Now the trick pART IS we have to take the centre not whole beam but between rb and rb so we know half of section = 5 and when we add 3.5 + 2 = 5.5 on RHS and 4.5 on LHS so shift .5 to LHS then it comes 1+4=5 and on RHS 3+2 = 5 it will come like this . i know u r not going to understand this but u can mail me i also made a diagraam.
@ankushjaswal1992
@ankushjaswal1992 4 жыл бұрын
so 4 is correct
@ankushjaswal1992
@ankushjaswal1992 4 жыл бұрын
HERE IS YOUR CORRECT SOLUTION ; here is some confusion going on , the teacher just follo the book and in the book its not simplified so let me calculate for moment at B .....-RcX7 + 180X9X9/2 - 200 - 180X1x1/2 = 1000 its a very good question , the 180 udl load is ating on right and left side of the section thats why i took +180x9x9/2 on right section where as on left there is a span of 1 mtr so again - 180x1x1/2
@Antonio-ji9jn
@Antonio-ji9jn 5 жыл бұрын
Watching from kenyaa..thankyu sir
@Ekeeda
@Ekeeda 5 жыл бұрын
Thank you for your love!
@Antonio-ji9jn
@Antonio-ji9jn 5 жыл бұрын
@@Ekeeda do yu know Kenya sir?
@yamanbhardwaj6400
@yamanbhardwaj6400 4 жыл бұрын
@@Antonio-ji9jn yes my buddy we know ☺️
@sonyworld9127
@sonyworld9127 2 жыл бұрын
Sir sfd or bmd calculation krte time left to right ya right to left jane se graph ka positive or negative region change ho jta h kya?
@ShivamGupta-us6np
@ShivamGupta-us6np 5 жыл бұрын
Thank you very much sir aap bht aacha samjate Hain
@Ekeeda
@Ekeeda 5 жыл бұрын
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@mandlasiddhartha6531
@mandlasiddhartha6531 2 жыл бұрын
Nice sir ❤️👍
@Ekeeda
@Ekeeda 2 жыл бұрын
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@sreejarapaka7860
@sreejarapaka7860 4 жыл бұрын
can i have a overhanging beam and it has udl entire over its length and point loads in between
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@Ekeeda 4 жыл бұрын
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@abhisheaksharma4595
@abhisheaksharma4595 5 жыл бұрын
sir why you take negativ sing for U D L to calculate support reaction??????????????
@Passion-Hobbies-Song
@Passion-Hobbies-Song 7 жыл бұрын
Taking moment about a at bigining, called 4 -1 ie 4 mtr?how is it??pl rectify pl
@mucharlajayaprasad6558
@mucharlajayaprasad6558 6 жыл бұрын
Why we have to take to calculations for pt B and pt C left and write side..
@govindyadav-pi1sc
@govindyadav-pi1sc 6 жыл бұрын
U are just awesome sit
@muyeenvlogs
@muyeenvlogs 5 жыл бұрын
Thnkyu sir....thnkyu very much....it helped a lot
@Ekeeda
@Ekeeda 5 жыл бұрын
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@abdulasyrafyusuf6695
@abdulasyrafyusuf6695 6 жыл бұрын
supposed to multiply with 4.5m from point B which 4.5m is the centre where the UDL is acting for the +moment
@TrendingShots24
@TrendingShots24 6 жыл бұрын
Abdul Asyraf Yusuf bro are you sure because according to concept you r correct 4.5 me also but which concept is taught in this 4
@mrudulsai
@mrudulsai 3 жыл бұрын
1800*4 at B is wrong rite?
@sweksharanjan5879
@sweksharanjan5879 5 жыл бұрын
I'm not able to understand this question..shear force calculation is so confusing .
@ankushjaswal1992
@ankushjaswal1992 4 жыл бұрын
its easy calculation
@Deadskull215
@Deadskull215 Жыл бұрын
3:34 and just ahed of ….. It’s still confusing how you can calculate distance … plz show how you calculate bcz it doesn’t seems right bcz if we take 1800 N at center at the beam which is 5mm then with respect to B Load must be at 3.5 not 4. So clarifying it properly not assume or take 4 in calculations and i am still confusing with the sign of 1800 N force in B.M calculations. 🙏🏻 anyway good effort but elaborate properly so we can easil understand.
@fardinislam9600
@fardinislam9600 6 жыл бұрын
Why did we take +ve value for the 1800N force acting downwards?
@amritanandpathak1112
@amritanandpathak1112 5 жыл бұрын
because when we sit at b, 1800N will rotate the beam in clockwise direction, clockwise is taken positive.
@lalithakumaripothuri
@lalithakumaripothuri 6 жыл бұрын
Nidra po velli full wrong in moments finding
@pranaykumar333
@pranaykumar333 4 жыл бұрын
Telugu viewer spotted
@varadavinay719
@varadavinay719 3 жыл бұрын
@@pranaykumar333 😁
@suneethayadhav5982
@suneethayadhav5982 5 жыл бұрын
Moments at point 'B' 1800*4 How it's possible
@RadhaKrishna-oc4yy
@RadhaKrishna-oc4yy 5 жыл бұрын
It's possible
@suneethayadhav5982
@suneethayadhav5982 5 жыл бұрын
@@RadhaKrishna-oc4yy How explain it
@vishalkushwaha6770
@vishalkushwaha6770 5 жыл бұрын
@@RadhaKrishna-oc4yy he made a mistake
@StoryInspirations
@StoryInspirations 5 жыл бұрын
we see he is yelling.... so made mistake that is what i guess
@ankushjaswal1992
@ankushjaswal1992 4 жыл бұрын
may be = lets again draw a diagram, an u will see the total lenght is 10. now divide 10/2=5 here 5 is in ur centre but wait we have to take the centre of Rb and Rc and the distance between rb and rc is 7 so if we divide 7/2 it comes 3.5 on each side. Now the trick pART IS we have to take the centre not whole beam but between rb and rb so we know half of section = 5 and when we add 3.5 + 2 = 5.5 on RHS and 4.5 on LHS so shift .5 to LHS then it comes 1+4=5 and on RHS 3+2 = 5 it will come like this . i know u r not going to understand this but u can mail me i also made a diagraam.
@swornimkc8260
@swornimkc8260 6 жыл бұрын
What is the concept of multiplaying Centre of gravity in Shear force i am too confuse plz give me some clues
@manminder1725
@manminder1725 3 жыл бұрын
In step 2 waht if we take moment at poit c
@diflection1
@diflection1 8 жыл бұрын
I do matrix formulation for any beam problems , my method is based on graphical,numerical,and analytic analysis.what would you do if I add 10 or more support connection to your problem?not software are allowed to use.
@Ekeeda
@Ekeeda 8 жыл бұрын
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@Ekeeda
@Ekeeda 8 жыл бұрын
The matrix formulation you are talking about is used in Finite Element Analysis..in this video i have solved the problem by using the concepts of SOM(Strength of Materials)...yess i can solve it by matrix formulation also.
@arbaazkhan3600
@arbaazkhan3600 6 жыл бұрын
Can i get ur nuumber plzz..
@arbaazkhan3600
@arbaazkhan3600 6 жыл бұрын
I need to know how it can be solved using matrix
@Thevish2410
@Thevish2410 6 жыл бұрын
Why sf at B two time calculate at right and left
@Ronaldinho10Assis
@Ronaldinho10Assis 7 жыл бұрын
Sholdnt it be 1800 * 5 because the UDL is over the whole beam ?
@niloveratechpoint2789
@niloveratechpoint2789 6 жыл бұрын
I also thinking about this
@murderousgod-pubglite4262
@murderousgod-pubglite4262 6 жыл бұрын
1800 * 4 is the correct one bro
@niloveratechpoint2789
@niloveratechpoint2789 6 жыл бұрын
Fun AniMeme yes correct
@pavanbabu1480
@pavanbabu1480 6 жыл бұрын
From b
@AndreFF001
@AndreFF001 7 жыл бұрын
Why did you use only 3.44 for the distributed load and not 4.44 for the very last moment?
@rupeshsinha3403
@rupeshsinha3403 Жыл бұрын
why we calculated two share forces at point b and c?🤔
@rafiquealam9422
@rafiquealam9422 7 жыл бұрын
It's very easy types solved
@rr_vlogs8013
@rr_vlogs8013 Жыл бұрын
Sf at point B 180 nm = 1800 n Please correct it...!
@aasavrideshmukh7331
@aasavrideshmukh7331 5 жыл бұрын
ᴛʜᴀɴᴋ ᴜ ꜱᴏ ᴍᴜᴄʜ ꜱɪʀ.👍👍
@Ekeeda
@Ekeeda 5 жыл бұрын
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@rupakbhowal308
@rupakbhowal308 4 жыл бұрын
Isko kon subscribe karta hain Fucking asshole he is. He writes much but explains less.
@cyaantech3663
@cyaantech3663 5 жыл бұрын
Hey Sir,On the distance of the point load 1800 am i supposed to multiple it by 10 as the distance load or 5?
@Samreen-hn4ql
@Samreen-hn4ql 3 жыл бұрын
@Pavan Kumar y don't we take 3.5 there... As half of 7
@xbhinay
@xbhinay Жыл бұрын
​@@Samreen-hn4ql UDL is on whole beam that's why we should take half of the whole beam
@naushadakhtar987
@naushadakhtar987 5 жыл бұрын
how to write SF at point D = 0 ???
@shobyanto6635
@shobyanto6635 6 жыл бұрын
Well presented Sir.
@govindyadav-pi1sc
@govindyadav-pi1sc 6 жыл бұрын
Awesome...
@srinaththumbu
@srinaththumbu 5 жыл бұрын
How to watch the private videos, your videos are very simple
@muralijnani2303
@muralijnani2303 7 жыл бұрын
how 4 comes.you said 1+4=4
@chudamanibasnet2626
@chudamanibasnet2626 6 жыл бұрын
Murali Jnani sahii kaha aapni
@Userno.768
@Userno.768 2 жыл бұрын
3:51 plz explain....4+1=4...how??
@sasmalsrabani6823
@sasmalsrabani6823 Жыл бұрын
SF at point B why we take 2 values???
@drgaming5912
@drgaming5912 7 жыл бұрын
cant get better than this
@ankitbisen8863
@ankitbisen8863 5 жыл бұрын
Sir ek hi point pe shear force ki do value kase ho skti ha
@qeshailen
@qeshailen 7 жыл бұрын
The equation for moment about point B has been wrongly done sir. Please rectify.
@prateeksaxena9100
@prateeksaxena9100 6 жыл бұрын
Sir how it comes 1800*4..?? Sir plz clear this confusion . Waiting for your rply
@SoudagerAamer
@SoudagerAamer 6 жыл бұрын
UDL that is converted into Point/Concentrated Load is 5m away Point A. And Point B is 1m away from Point A. So, Distance between the Point Load and Point B = (The distance from Point Load to Point A) - (Distance between Points A and B)
@shilpikaparida2306
@shilpikaparida2306 6 жыл бұрын
@@SoudagerAamer mujhe sumjhaao please
@ankushjaswal1992
@ankushjaswal1992 4 жыл бұрын
HERE IS YOUR CORRECT SOLUTION ; here is some confusion going on , the teacher just follo the book and in the book its not simplified so let me calculate for moment at B .....-RcX7 + 180X9X9/2 - 200 - 180X1x1/2 = 1000 its a very good question , the 180 udl load is ating on right and left side of the section thats why i took +180x9x9/2 on right section where as on left there is a span of 1 mtr so again - 180x1x1/2 this is how you can get it
@azharbahleem3612
@azharbahleem3612 6 жыл бұрын
he is just writing everything down without proper explanation
@satyaprabhas333
@satyaprabhas333 5 жыл бұрын
Everything is confusing
@SUNITADEVI-bq5qw
@SUNITADEVI-bq5qw 5 жыл бұрын
Yes bro u r absolutely right
@shadiqansari1827
@shadiqansari1827 7 жыл бұрын
Sir ek simply beam hai uski length 8 miter pr Uniformly Distribute Load (UDL) 2 KN/M laga hai aur us pr point Load bhi lga hai 6 KN sir isko solve kaise ho ga
@messikaz5895
@messikaz5895 2 жыл бұрын
how come is it a simply supported beam??? Isn't it over hanging on both sides?????????
@Ekeeda
@Ekeeda 2 жыл бұрын
Kindly download the Ekeeda Learning App ekeeda.com/download.html & ask your doubts. Our experts help you to resolve queries on chat.
@romanempire2570
@romanempire2570 4 жыл бұрын
Uvl load , how to find reactions
@HariKrishnan-xm9hd
@HariKrishnan-xm9hd 3 жыл бұрын
How it comes 1800*4
@sagarnegi1761
@sagarnegi1761 7 жыл бұрын
how 1800*4 comes there??😓😓 you didn't tell that
@subhranshupanda998
@subhranshupanda998 7 жыл бұрын
Sagar Negi I will 180×9×4.5
@josemiguelbetanio681
@josemiguelbetanio681 7 жыл бұрын
180(10 :which is the sum of the distances going to the load) (4 :because the half of the total (10) is 5 but it only stops at B so the 1mw hich is the distance from A to B is not included so 180(10)(5-1)
@TrendingShots24
@TrendingShots24 6 жыл бұрын
Jose Miguel Betanio great bro but one doubt we are taking from rc then why we put the value or C-D 2m
@sagnikdeb9555
@sagnikdeb9555 6 жыл бұрын
pls I can't understand how it's possible pls help me
@prasannakpaul4800
@prasannakpaul4800 6 жыл бұрын
Sagar Negi 1m plus 7m it's 8m.... And half of it is 4m.... I think so...
@sameenqaisar7208
@sameenqaisar7208 3 жыл бұрын
Sir how to know that moment is clockwise or anticlockwise..?
@Ekeeda
@Ekeeda 3 жыл бұрын
Kindly download the Ekeeda Learning App ekeeda.com/download.html & ask your doubts. Our experts help you to resolve queries on chat.
@vipinpakar2724
@vipinpakar2724 7 жыл бұрын
ye 1800*4 kaise kiya 4 ko kaise likha jbki half 3.5 h please tall me ..... REPLY
@SaiPranay007
@SaiPranay007 7 жыл бұрын
vipu pakar Distance from A to B = 1 Distance from A to 1800 = 5 Considering reaction at B = 5-1 = 4
@ravipatil6686
@ravipatil6686 7 жыл бұрын
Dear Sir, The UDL which is converted into point load is 1800N ,but you have consider its as 180N ,Kindly reply with conclusion
@Samreen-hn4ql
@Samreen-hn4ql 3 жыл бұрын
180 * 10 i.e, load at center of it
@tannuchauhan8533
@tannuchauhan8533 Жыл бұрын
@@Samreen-hn4ql yes it should be 1800
@deepikak7913
@deepikak7913 6 жыл бұрын
Thank u sir plz solve influence line diagram problems sir
@md.faiazrubaetchowdhury
@md.faiazrubaetchowdhury 9 ай бұрын
why SF at point D is zero?? someone plz tell me...
@robberraj4082
@robberraj4082 7 жыл бұрын
Best lecture.... Thank you so much sir
@narendranathdutta3080
@narendranathdutta3080 8 жыл бұрын
Sir please upload more videos like this and especially on cantilever beams
@DaxeshRathva-d6d
@DaxeshRathva-d6d Жыл бұрын
isn't it overhanging beam.?
@anshumanjena9460
@anshumanjena9460 Жыл бұрын
Tq sir
@tutututu3536
@tutututu3536 6 жыл бұрын
Don't just calculate it in your head and put down the numbers. It's supposed to be a you tube video elaborate man!
@Deadskull215
@Deadskull215 Жыл бұрын
Absolutely right brother… give a brief or elaborate that how you put that value ..👍🏻
@hardikhadiyal5523
@hardikhadiyal5523 3 жыл бұрын
Good sir
@endlesslearnwithfun1345
@endlesslearnwithfun1345 6 жыл бұрын
Nice! Make Some more videos Sir.
@PaumadiAao
@PaumadiAao 5 жыл бұрын
Few mistakes in calculation. I guess. For UDL. Its load×distance×distance/2. But he did in another way... while calculating Moment at B
@014samriddhichakraborty5
@014samriddhichakraborty5 3 жыл бұрын
no he is correct bcz he has to calculate moment at B and that 1cm is from point A. So 5-1=4 hence 4cm is distance
@himanshusaini6146
@himanshusaini6146 2 жыл бұрын
That is for uvl
@sidhikshaik6699
@sidhikshaik6699 6 жыл бұрын
How 1800×4
@SukhpreetSingh-nf7ib
@SukhpreetSingh-nf7ib 5 жыл бұрын
180 is a load multiply by total distance i.e 10 into 4 i.e the distance of force from B...u will get 180x10x4= 1800x4.....
@pranavmittal4796
@pranavmittal4796 2 жыл бұрын
why we take two position for shear force i.e left side and right side while in last question we only take left side for shear force
@adityadafade5858
@adityadafade5858 7 жыл бұрын
be half of 7 is 3.5....but u took 4 .....why...?
@purushotambowrisettypurush8052
@purushotambowrisettypurush8052 6 жыл бұрын
Yes how sir
@tutututu3536
@tutututu3536 6 жыл бұрын
It's 180 into 10 into 10(full lenght) divided by 2 coz udl is taken as a point load at the centre, subtracted by 1 because its on the left side of the B which has to be subtracted. Hope it helps im struggling myself here
@shilpikaparida2306
@shilpikaparida2306 6 жыл бұрын
Plzzzzzz mujhe samjhao
@shilpikaparida2306
@shilpikaparida2306 6 жыл бұрын
180×10×4 eya 4 kahase ayaa.
@tutututu3536
@tutututu3536 6 жыл бұрын
Shilpika Parida first take the entire udl as point load acting at the centre, then, subtract the overhanging lenght on the left of B since we are taking moment about B. That's the only possible way he could've done it,either that or he's wrong, coz udl is present over the entire lenght and hence it has to be taken as a whole. You can't do 180*7*7÷2 that would be bending moment.
@mayankgarg9251
@mayankgarg9251 7 жыл бұрын
we cant take the moment of both side about reference point at once.
@shilpikaparida2306
@shilpikaparida2306 6 жыл бұрын
How to draw shear force diagram and bending moment calculation and bending moment diagram
@nehasaqlaini916
@nehasaqlaini916 4 ай бұрын
Burst explaination👾😵
@shivamanand8998
@shivamanand8998 5 жыл бұрын
1800 will be multiplied with 3.5 ...... your calculation is wrong...
@-BhaskarJyotiNath
@-BhaskarJyotiNath 5 жыл бұрын
I think so he is not wrong because he is taking the whole beam and if you take the whole beam then it's 10 and half of 10 is 5 and the moment is at B then 5-1 =4 i.e.,180×10×4
@shivashelva_
@shivashelva_ 4 жыл бұрын
You are telling conversion from N/m to N right ?? But here 180x10 (Total length 10m)
@ankushjaswal1992
@ankushjaswal1992 4 жыл бұрын
@@shivashelva_ 180*10 =1800 N and multiply 4 because its in the centre
@shivashelva_
@shivashelva_ 4 жыл бұрын
@@ankushjaswal1992 Thanks for your feedback
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