Unit load method 1

  Рет қаралды 77,799

Firoz Nadaf

Firoz Nadaf

Күн бұрын

Пікірлер: 67
@Alamansour1
@Alamansour1 7 жыл бұрын
Thanks, you made it very easy to understand without going through finding the internal forces of each member separately, which is a bit confusing lengthy way...bless you.
@jalillahhsaid5881
@jalillahhsaid5881 7 жыл бұрын
what is the value of the load?
@hrikesharya9196
@hrikesharya9196 7 жыл бұрын
Great work,.. Awesome Your videos cleared a lots of doubt in SA.....#Thanks
@sunandasaid3386
@sunandasaid3386 6 жыл бұрын
Too helpful bhai now I understand it more clearly keep going 😙🙆🙆😀
@pranav717dey
@pranav717dey 7 жыл бұрын
Udl is of 20 kN/m for distance of AB =5m
@adkyya2373
@adkyya2373 5 жыл бұрын
I was looking for it in commemts
@mrnoor2309
@mrnoor2309 5 жыл бұрын
Masha allah very helpful... Sir upload more and more.
@premjadhav2828
@premjadhav2828 7 жыл бұрын
really ,,always like ur videos sir ,,all topics prepared for SA 1,, done only by ur channel sir ,,,, all ur topic and dada sir topics al l topics are upto mu university syllabus and very easy to understand
@jalillahhsaid5881
@jalillahhsaid5881 7 жыл бұрын
what is the value of the load?
@sagarmaniraut7490
@sagarmaniraut7490 5 жыл бұрын
Can we suppose origin from any directions?? And supposing origin from different sides gives different results or not??
@CivilEnggLectures
@CivilEnggLectures 5 жыл бұрын
Yeah.. you can take it. Answer will be same
@phyobenezung3542
@phyobenezung3542 6 жыл бұрын
do we have to fine the reactions and the horizontal rections too
@CivilEnggLectures
@CivilEnggLectures 6 жыл бұрын
Phyoben Ezung yes
@subakaranr.9252
@subakaranr.9252 5 жыл бұрын
i dont get the way how those vertical reactions did come....
@CivilEnggLectures
@CivilEnggLectures 5 жыл бұрын
Use equation of equilibrium by yourself.. u will get the answer
@boonkeatwong4243
@boonkeatwong4243 5 жыл бұрын
@@CivilEnggLectures how to use virtual work to find the reactions Sir?
@boonkeatwong4243
@boonkeatwong4243 5 жыл бұрын
@@CivilEnggLectures instead of using equilibrium method
@dakshshah2812
@dakshshah2812 6 жыл бұрын
For AB and BC, you took Anticlockwise as -ve But for member CD you took Anticlockwise as +ve Why so? I'm also confused with the sign convention. Please help me out here.
@CivilEnggLectures
@CivilEnggLectures 6 жыл бұрын
I think you are talking about CE.. For AB and BC I chose left to right direction, in which clockwise will be positive and Anticlockwise is negative.. For CE I chose right to left direction in which anticlockwise moment will be positive and vice versa. Go to my channel, see my video on sign convention for internal forces.
@Yogesh_manthan
@Yogesh_manthan 6 жыл бұрын
Could u please tell me how u chose the vertical reaction direction
@Yogesh_manthan
@Yogesh_manthan 6 жыл бұрын
I'm unable to calculate horizontal reaction
@CivilEnggLectures
@CivilEnggLectures 6 жыл бұрын
Yogesh lakhpatani assume any direction... Upward or downward.. Then calculate
@saqibfarooqkripak4180
@saqibfarooqkripak4180 6 жыл бұрын
So nyc explanation
@sunandasaid3386
@sunandasaid3386 6 жыл бұрын
Strain energy in portal frame pe video bNao na plz bhai
@damiyaakhtar2497
@damiyaakhtar2497 7 жыл бұрын
At 11:00 why did u take vertical loads zero in virtual diagram ?
@CivilEnggLectures
@CivilEnggLectures 7 жыл бұрын
damiya akhtar cos no vertical reactions are developed..
@damiyaakhtar2497
@damiyaakhtar2497 7 жыл бұрын
Firoz Nadaf Sir pls tell me when you drew virtual load diagram u ignore udl and point load and only take virtual load at D Why is it so?
@damiyaakhtar2497
@damiyaakhtar2497 7 жыл бұрын
I get it Thank u sir
@CivilEnggLectures
@CivilEnggLectures 7 жыл бұрын
damiya akhtar we are taking unit load... cos unit load is not having any effect on work done.. it is only 1 multiplied to delta... If you take load on virtual diagram..it will not give you a clear pucture thereby distorting the result.
@damiyaakhtar2497
@damiyaakhtar2497 7 жыл бұрын
Firoz Nadaf Thanks
@RushiB
@RushiB 7 жыл бұрын
Do you have any idea about shear deformation?
@CivilEnggLectures
@CivilEnggLectures 7 жыл бұрын
Rushi Bhatt yeah i know... shear deformation by which we find horizontal reaction in case of indeterminate structure..
@RushiB
@RushiB 7 жыл бұрын
can we discuss smthing related to this on email : rushibhatt1995@gmail.com
@CivilEnggLectures
@CivilEnggLectures 7 жыл бұрын
Rushi Bhatt yeah.. sure.. mail me your matter to firoznadaf.30@gmail.com
@jalillahhsaid5881
@jalillahhsaid5881 7 жыл бұрын
what is the value of the load?
@jalillahhsaid5881
@jalillahhsaid5881 7 жыл бұрын
what is the value of the load?
@phyobenezung3542
@phyobenezung3542 6 жыл бұрын
can we solve without considering the reactions
@CivilEnggLectures
@CivilEnggLectures 6 жыл бұрын
Phyoben Ezung reactions must be considered..
@kaushikvataliya4773
@kaushikvataliya4773 7 жыл бұрын
Hello brother You are solving statically determinate frame in example. Can you explain about deflection or rotation is possible in statically indeterminate frame because in my book no any example given for statically indeterminate frame
@CivilEnggLectures
@CivilEnggLectures 7 жыл бұрын
+Kaushik Vataliya yeah it is possible.. but that comes under Advanved Structural Analysis or Matrix Method of Analysis
@kaushikvataliya4773
@kaushikvataliya4773 7 жыл бұрын
Firoz Nadaf Thank you brother for solve my confusion
@crazyXYZABC123
@crazyXYZABC123 3 жыл бұрын
Moment le ra hai ki bending moment
@umermaqsood8194
@umermaqsood8194 6 жыл бұрын
Bro support reaction are always acting upward not downward
@CivilEnggLectures
@CivilEnggLectures 6 жыл бұрын
Not always upward.. sometime downward also
@DesignReady.
@DesignReady. 5 жыл бұрын
reaction at member BC are not needed why ?????????
@CivilEnggLectures
@CivilEnggLectures 5 жыл бұрын
To calculate moment in BC or in any member support reactions are sufficient... that is why no need to calculate reaction for BC
@SanjayKumar-qh5hl
@SanjayKumar-qh5hl 7 жыл бұрын
Bro could you please upload a video of moment distribution method and kani method, always getting confused
@CivilEnggLectures
@CivilEnggLectures 7 жыл бұрын
Sanjeev Kumar please follow.. i will be uploading MDM method..
@Yogesh_manthan
@Yogesh_manthan 6 жыл бұрын
while calculating for BE u taken perpendicular distance of udl as 2.5 but as per me it should be x am I wrong?? plz tell
@CivilEnggLectures
@CivilEnggLectures 6 жыл бұрын
2.5 is right..
@doileeyang2772
@doileeyang2772 7 жыл бұрын
What if you take E as a origin instead of C ?
@CivilEnggLectures
@CivilEnggLectures 7 жыл бұрын
+Doi Lee yang equation changes
@CivilEnggLectures
@CivilEnggLectures 7 жыл бұрын
+Doi Lee yang and so the limit
@CivilEnggLectures
@CivilEnggLectures 7 жыл бұрын
+Doi Lee yang equation changes and so the limit
@exy940
@exy940 6 жыл бұрын
Firoz Nadaf sir then if E is origin ..then what will be the limit...
@shazebhawaldar5369
@shazebhawaldar5369 5 жыл бұрын
VA:77.5
@tirumalareddyganesh4018
@tirumalareddyganesh4018 6 жыл бұрын
Bro we can write the origin has the E at member of BE
@CivilEnggLectures
@CivilEnggLectures 6 жыл бұрын
Yes .. we can
@idiotentertainments8286
@idiotentertainments8286 Жыл бұрын
Injam cheputhana oka mukka aardham kaledhu 😢
@sauravneupane5508
@sauravneupane5508 6 жыл бұрын
value of udl=======????
@CivilEnggLectures
@CivilEnggLectures 6 жыл бұрын
Saurav neupane 20
@dishantyadav594
@dishantyadav594 7 жыл бұрын
Bhai tusion Dede SA 2 K LIYA MDU
@CivilEnggLectures
@CivilEnggLectures 7 жыл бұрын
Dishant Yadav video se samaj meim nahi aaraha?
@dishantyadav594
@dishantyadav594 7 жыл бұрын
Bhai nhi arah h yr
@CivilEnggLectures
@CivilEnggLectures 7 жыл бұрын
Dishant Yadav accha
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