Currently I am in meeting and if get time will look into it.
@owaistoru3 сағат бұрын
@@engradnanrasheedmechanical I emailed you sir, I hope you have recieve it already
@engradnanrasheedmechanical3 сағат бұрын
@owaistoru I shall check it when get free but it can not be done in emergency as I have many other things to do....
@BG-uf8kh7 сағат бұрын
Another great vid professor 🎉
@engradnanrasheedmechanical7 сағат бұрын
Thank you and these the problems that are not available on youtube nor explained in detail.
@BG-uf8kh6 сағат бұрын
Literally nothing like it anywhere on KZbin @@engradnanrasheedmechanical
@ragnarlothbrok63247 сағат бұрын
Thanks professor. you are the man
@engradnanrasheedmechanical7 сағат бұрын
You are welcome and kindly share the videos with your friends as well.
@dannypipewrench53313 сағат бұрын
Thank you.
@engradnanrasheedmechanical9 сағат бұрын
You are welcome 😊
@cyrusbajwa17 сағат бұрын
Excellent Video, sir!
@engradnanrasheedmechanical17 сағат бұрын
Thank you @cyrusbajwa
@harshans7712Күн бұрын
Thank you sir, this video helped me a lot
@engradnanrasheedmechanicalКүн бұрын
you are welcome 🙏
@JoshuaMcHale-oj8xyКүн бұрын
Hello there, When you are calculating for permanent strain you calculate .0078-(30E3/6.50E3) =.00318 When I calculate it I get -4.6075 I have tried to type this into my calculator multiple ways and even switched the denominator and numerator just to experiment with the numbers. How are you getting that value? Thinking about it, even just diving 30/6.50= 4.61, so I am not really following the calculations. Please help! thank you
@engradnanrasheedmechanicalКүн бұрын
Ok I have found where the problem is. You can see that stress is 30 ksi which is 30 x 10^3 psi and E= 6.5 x 10 ^3 ksi which is equal to 6.5 x 10 ^ 6 psi so now (30 x 10^3 psi)/(6.5x10^6 psi) = 0.004615and then 0.0078- 0.004615 = 0.003185
@engradnanrasheedmechanicalКүн бұрын
I hope it is clear now. Thank you for your interest in the video. Keep watching and learning and don't forget to share it with your friends as well.
@engradnanrasheedmechanicalКүн бұрын
Did you get it ? kindly give me your feedback please.
@JoshuaMcHale-oj8xy16 сағат бұрын
@@engradnanrasheedmechanical Thank you for getting back to me in such a timely manor, I do see that now. I appreciate you and really enjoy your videos. I am an engineering student currently taking mechanics of materials.
@engradnanrasheedmechanical16 сағат бұрын
@JoshuaMcHale-oj8xy you are always welcome and kindly share my videos with your friends ❤ and if you find any difficulties do let me know. Ask questions and I shall be happy to reply
@kkb2687Күн бұрын
your videos have been of immense help. please continue to do what you do. thank you
@engradnanrasheedmechanicalКүн бұрын
Thank you for your valuable feedback 👍 and kindly share my video in your community and help me in getting maximum audiences of Engineering
@BG-uf8khКүн бұрын
Another great one 🎉
@engradnanrasheedmechanicalКүн бұрын
Thank you 😊 💓
@Asmijitshil242 күн бұрын
in shear force calculation sir why you don`t write the y^2?
@engradnanrasheedmechanicalКүн бұрын
Where?
@Asmijitshil24Күн бұрын
@@engradnanrasheedmechanicalat 12:53 during the calculation of Vf
@engradnanrasheedmechanicalКүн бұрын
@arikta7818 again you are right I forget to put....
@Asmijitshil242 күн бұрын
sir here how you select the the direction of the moment at 1:48 I don`t understand
@engradnanrasheedmechanical2 күн бұрын
you mean moment direction at point A ? roughly you can see the net effect of point load is downward so it will produce clockwise moment so in order to balance it the counter clock wise moment will be there at A. Rest you can take any direction of moment and calculate its value if it comes out to be positive value it means that your assumed direction is correct and if the value is negative so it means that your assumed direction is wrong and it should be opposite to what you selected. Thank you
@mjd_official2 күн бұрын
Appreciated sir❤
@engradnanrasheedmechanical2 күн бұрын
Thank you but i think you have not studied singularity functions for finding shear force and Bending moment equation and later on this can be used to obtain the deflection and slope of the beam.
@mjd_official2 күн бұрын
@@engradnanrasheedmechanical sir kuch cheezy humy ne class m seeki hoty h or knowledge mai izafy k lye kuch videos dekty h ...
@engradnanrasheedmechanical2 күн бұрын
That's good 👍
@Asmijitshil242 күн бұрын
sir i don`t understand about the I portion means why 1/3 ?? why not 1/12????
@engradnanrasheedmechanical2 күн бұрын
Where ? Tell me the time where you have problem
@Asmijitshil242 күн бұрын
@@engradnanrasheedmechanical 7:09 during the deribation of Ib
@engradnanrasheedmechanical2 күн бұрын
@arikta7818 1/ 12 bh^3 is moment of inertia for rectangular shape while moment of intertia for semi circle is pi/8 * r^4
@Asmijitshil242 күн бұрын
@@engradnanrasheedmechanical sir why 1/13 you write 1/3 and why not 1/12 ?
@engradnanrasheedmechanical2 күн бұрын
Yes you are right It's a mistake and sometimes this happen. You can calculate it as well.
@BG-uf8kh2 күн бұрын
Thank you sir. Great explanation as usual!
@engradnanrasheedmechanical2 күн бұрын
thank you and i have recorded two more for the next two days.
@fatimazehra32582 күн бұрын
please explain example 3.3
@engradnanrasheedmechanical2 күн бұрын
Ok I shall try my best to explain it...when get free time
@Asmijitshil242 күн бұрын
Hello sir, I am Arijit Shil from IIT KHARAGPUR , INDIA, Sir I am also a mechanical engineering. student , thanks a lot sir for your lectures it helps me a lot for my semester exams preparations , we need more , or sir please upload some videos related to fluid mechanics and dynamics then it should be more helpful to us
@engradnanrasheedmechanical2 күн бұрын
Thank you @arikta7818 . You can check my channel as it has hundred of solved problems as well as theory lectures in detail. I shall try my best to make more and more. Thank you for your valuable feedback 👍
@jeirvinloucatana86153 күн бұрын
Why is it divided by 2?
@engradnanrasheedmechanical3 күн бұрын
Where ?
@GAMUCHIRAIPAULNYAMUTSIKA4 күн бұрын
you are the best my guy, you have really helped a lot
@engradnanrasheedmechanical4 күн бұрын
You are welcome and kindly share my videos with your friends and help me in growing my channel further. Thank you 😊 💓
@Enitsuj10104 күн бұрын
why cos not sin?
@engradnanrasheedmechanical4 күн бұрын
For finding theta you can apply sin theta and get theta. But you can see we need vertical component of Fbe which can be taken as cos theta = base /hypotenuse = Fbe y/ Fbe , so Fbey= Fbe cos theta= Fbe * 12/ 15.
@BG-uf8kh5 күн бұрын
We have all missed you sir!!🎉🎉
@engradnanrasheedmechanical5 күн бұрын
Thank you 😊 💓 and I shall try to make videos regularly. Kindly share it with news students as well.
@sikandar1105 күн бұрын
Great Explanation Sir
@engradnanrasheedmechanical5 күн бұрын
Thank you 😊 💓
@daparts49996 күн бұрын
Thank you so much
@engradnanrasheedmechanical6 күн бұрын
You're most welcome
@korawitchinasri50447 күн бұрын
Thank you from Thailand ❤❤
@engradnanrasheedmechanical7 күн бұрын
You are welcome and keep watching and sharing my videos with your friends ❤
@Brainisthenics-sr2rq7 күн бұрын
Great vid
@engradnanrasheedmechanical7 күн бұрын
Thank you 😊
@danielleshaffer6207 күн бұрын
Hey there! Thank you for posting this! I just realized your problem has 0.15" instead of 0.075" for the downward displacement of C. After watching this and finding the textbook solution for mine, I noticed that my work only had one difference being the length of D in the y direction after displacement. C was displaced downward by 0.075" but since point D is at the midpoint, I think the displacement length for D should be 0.0375 instead of 0.075. I put my previous comment on the wrong video though lol. Copy pasting it here, please let me know if you agree. "I found the textbook solution and they used 0.075" as the displaced length in the y direction for point D but for the given geometry, the length from D-D' should be half that. So LD' should be 0.0375". Using that to solve for LBD', normal strain, and normal stress should result in 60.03", 5x10^-4, and 14.5ksi respectively. Then solving for the moments about point A should result in the 2.5P=FBD and finally P = 284.70 lb."
@engradnanrasheedmechanical7 күн бұрын
You are right and again you can verify it through video where you can just put your own values of the problem and solve accordingly. Thank you
@danishkham18277 күн бұрын
Sir g ye paper mien na dena
@engradnanrasheedmechanical7 күн бұрын
@@danishkham1827 kha nur sanga ye
@BG-uf8kh7 күн бұрын
Great 🎉🎉
@engradnanrasheedmechanical7 күн бұрын
Thanks 😄
@BG-uf8kh8 күн бұрын
Welcome back sir
@engradnanrasheedmechanical8 күн бұрын
Thank you brother after 3 months. I just started 🙏
@danielleshaffer6209 күн бұрын
Do you know if there's a video for the 2nd part of this problem? (3-15). It's the same thing except it wants you to solve for P if C is displaced 0.075 in. downward. I've found multiple step-by-step solutions but none of them show any details for how angles & lengths were obtained. Thank you!
@engradnanrasheedmechanical9 күн бұрын
Currently I haven't solved it and I shall check and when get time will try to solve for you. ❤
@engradnanrasheedmechanical8 күн бұрын
@danielleshaffer620 for you i have specially recorded that video and soon after one hour you can watch it and learn it. Stay tune and keep watching. Thank you
@danielleshaffer6208 күн бұрын
@engradnanrasheedmechanical Thank you!!! I keep getting 284.7 lb but the text solution says its 570lb while the quizlet/chegg solutions say it's 570 or 980lb. I asked my professor and he said the length I got for BD' was correct (60.03") and you can't take moments about point C to get P so all you're left with is moments about point A. So if that 60.03" is correct, I'm not sure how my answer is wrong unless my moment equation is wrong.
@engradnanrasheedmechanical8 күн бұрын
kzbin.info/www/bejne/ZpzHcmttgNyZpNk Check out this please and give me your feedback
@engradnanrasheedmechanical8 күн бұрын
@danielleshaffer620 did you check what you did wrong? After 3 month I have started first video and it's because of you and thanks to you for encouraging me to start it again.
@krmesad56089 күн бұрын
you are a true legend, quick explanationer, intelligence, super engineer. big love from Saudi Arabia
@engradnanrasheedmechanical9 күн бұрын
Thank you so much for your valuable feedback, love and support ❤
@ragnarlothbrok632410 күн бұрын
Wow sir, you have solved so many. I love you!
@engradnanrasheedmechanical10 күн бұрын
@@ragnarlothbrok6324 thank you and kindly forward it to your friends as well.
@ragnarlothbrok632410 күн бұрын
@@engradnanrasheedmechanical will do sir
@CheckMateMate1011 күн бұрын
Please more fluid mechanics
@engradnanrasheedmechanical11 күн бұрын
Thank you. When get I free time I shall try .
@neofortunate452112 күн бұрын
Sir, can you please help me in identifying the sections that i need to use to solve for Q.
@engradnanrasheedmechanical12 күн бұрын
You want to say that I should identify the other section for calculating Q. I got that you want another question with different section.
@neofortunate452112 күн бұрын
@@engradnanrasheedmechanical Yes, sir the selection part confuse me a lot, cause other beams we section differently...Otherwise you're theeeeeeee bestttttttttt.🥳🥳🥳
@engradnanrasheedmechanical12 күн бұрын
Here is the complete playlist for this chapter. It contain easy to complex problems
@Kohlmam12 күн бұрын
Thanks
@engradnanrasheedmechanical12 күн бұрын
you are welcome 🙏
@bimplay690313 күн бұрын
Amazing video, by any chance could you tell us what edition number book we can find this exercise? I have the old Hibbeler and couldnt find it :(
@engradnanrasheedmechanical13 күн бұрын
Thank you and its 9th Edition
@engradnanrasheedmechanical13 күн бұрын
@@bimplay6903 also if you look at the thumbnail , all the information of book and its edition is given. Thank you
@jardelaguiar194014 күн бұрын
Muito obrigado, Brazilian here !!!
@engradnanrasheedmechanical14 күн бұрын
You are welcome bro...
@Ijee1217 күн бұрын
8:29 please can you also explain why you multiplied by 2/2?
@Ijee1217 күн бұрын
8:07 why did you write out the formulas as N/A’? Normally it’s N/A but you wrote N/A’ please can you explain that part?
@engradnanrasheedmechanical17 күн бұрын
Ok A' is oblique plane and in question it has been asked to find the normal and shear stress at oblique plane or plane at given angle. So stress on plane A' will be N/A'. I hope it is clear now
@Ijee1217 күн бұрын
@@engradnanrasheedmechanical thank you
@engradnanrasheedmechanical17 күн бұрын
You are welcome 😊
@Ijee1217 күн бұрын
6:13 can you please explain how you came about A’ = A/sin o?
@engradnanrasheedmechanical17 күн бұрын
I shall suggest you that again watch this portion. I shall again explain , as sin theta = A/ A' so A'= A/ sin theta
@Ijee1217 күн бұрын
@@engradnanrasheedmechanical okay. Thank you 🤲🏽
@Ijee1217 күн бұрын
@@engradnanrasheedmechanicalfrom what i just did now using geometry, the A is the opposite and the A’ is the hypotenuse so that’s why you used sine? Am i correct?
@engradnanrasheedmechanical17 күн бұрын
Yes
@kieranaxisa813817 күн бұрын
for section AB should torque B not be considered and why? As I have seen examples where it is included.
@kieranaxisa813817 күн бұрын
Also the reaction torque at support D is also not considered?
@engradnanrasheedmechanical17 күн бұрын
For section AB the torque is considered from left side. You can also come from right side subject to condition that first you have to find the reaction torque at D. You you can apply both and check it , it will give Same torque in each section. Try it and get back to me for your feedback. I gave this question in mid term paper of this summer. Its the easiest one.
@jaysan300417 күн бұрын
Hello sir, can you explain why dA = bdx? what side of the small element are we looking at? I am having a hard time visualizing it
@engradnanrasheedmechanical17 күн бұрын
From bottom or top view dx is the small length of element and b is width.
@engradnanrasheedmechanical17 күн бұрын
It's like book lying on table and it's thickness in in your frontal view while width can be seen in the top view.
@Ijee1218 күн бұрын
Would you say the shear force is perpendicular to the surface or parallel to the surface ? I’m still trying to get a hold of when to determine shear force.
@engradnanrasheedmechanical18 күн бұрын
Shear force is always parallel to the surface to which it it is applied.
@Ijee1218 күн бұрын
@@engradnanrasheedmechanical okay. Thank you.
@engradnanrasheedmechanical18 күн бұрын
@Ijee12 you are welcome
@sikandar11018 күн бұрын
Sir you are clearing my concepts. Thank you.
@engradnanrasheedmechanical18 күн бұрын
Keep watching 👀 🙂 😎
@SomcaiTodtda19 күн бұрын
Why 60÷8
@engradnanrasheedmechanical19 күн бұрын
Where?
@SomcaiTodtda19 күн бұрын
@@engradnanrasheedmechanical Sir -20(3)+Rcy(8)=0
@engradnanrasheedmechanical19 күн бұрын
@SomcaiTodtda it's very simple move -60 to right hand side it will be 8 Rcy = 60 Now divide 8 on both side you will get Rcy = 60/8 = 7.5
@SomcaiTodtda19 күн бұрын
@@engradnanrasheedmechanical Thanks you sir
@engradnanrasheedmechanical19 күн бұрын
@SomcaiTodtda you are welcome 😊
@shreeswar794019 күн бұрын
Sir i have a question, if 60kN is applied at F, won't the spring counteract the force i.e. how will it be 30kN for both the bars. Where is the counteractive force that the spring exhibits. Like if we write the force equilibrium equation won't it be Fab + Fcd + kx (spring's resistance force) = 60kN. I am little bit confused about it
@engradnanrasheedmechanical19 күн бұрын
In fig (a) we have taken section of EF to find force in Ef while in B we have taken spring and beam BD as single body and find the force in BE and CD and in third we took the spring forces .
@engradnanrasheedmechanical19 күн бұрын
Actually you can see due to tension in 3 rods point F will move downward and due to compressive force pf spring it's also move down ward so total displacement is sum of the deflections.
@engradnanrasheedmechanical19 күн бұрын
Also you can see the P load cases compression in spring and this load will be equal to P as this rod and spring is single assembly so the net force on Beam AB will act causing the force in other rods to be 30 in each.
@shreeswar794018 күн бұрын
Thank you very much sir, finally i got the concept😊@@engradnanrasheedmechanical