Well you can see that we have been asked to find the internal loading at point E therefore we analyse the beam and all the forces acting on the beam by the members attached to it. Since point D in not in attachment therefore no need to find it. For your own satisfaction you can find it by using equation of equilibrium..
pls on this same question can you go ahead to (1) draw the bending moment and shear force diagram acting on member AB (2) using mid steel of yeild strenght 234Mpa, design the size of the member AB with a factor of safety of 1.5
Thank you for contacting me I have done it but not in video. Email me so that I can send the picture of your required problem. My email address is adnanrasheed@uetpeshawar.edu.pk
In order to keep the equilibrium. You can take it either upward and downward. At the end if you get negative value it means that your assume direction is wrong and it should be opposite to what you have assumed.
500 kg is mass and to convert this mass into weight which is force we have formula w= m x g where m is mass and g is acceleration due to gravity , m =500 kg and g=9.8 m/s^2 will convert mass into weight/Force. I think it will be clear
No problem it's correct and try to focus on solving method and practice it. You may get error in my calculations as we are human but ultimately goal is to get concept and learning. Thank you
when ever you get negative value it means that your assumed direction is wrong it should be opposite to what you have suggested. In my video i have taken it downward which gave me negative value so it should be upward. in yours book it will be taken upward...
Try again using calculator. You can calculate and compare the answer given at the end of the book. Remember try to learn how to solve problems rather than sticking to the answers only. We are human and we can make mistakes. Thank you 😊 💓
Also this is example and you can compare it with the solution. The video is just recorded in order to explain the procedure available in the solved example for those who have difficulty in understanding 😀
So clear and precise thank you
Thank you for your valuable feedback 👍
why force at point D no need to be considered in calculation?
Well you can see that we have been asked to find the internal loading at point E therefore we analyse the beam and all the forces acting on the beam by the members attached to it. Since point D in not in attachment therefore no need to find it. For your own satisfaction you can find it by using equation of equilibrium..
pls on this same question can you go ahead to (1) draw the bending moment and shear force diagram acting on member AB
(2) using mid steel of yeild strenght 234Mpa, design the size of the member AB with a factor of safety of 1.5
Thank you for contacting me I have done it but not in video. Email me so that I can send the picture of your required problem. My email address is adnanrasheed@uetpeshawar.edu.pk
i wish i could have option in comment section to share the photo....
@Enock Dadzie your required solution is already if you want it , email me by referring this along with your name.
Have you checked your required solution? I did not hear anything from you. Waiting for your response
thank you, you have a new subscriber 👌
You are welcome and enjoy the video with more to learn as well...Hope you will like it....
You are subscriber number 4460.....
Thank you 💞😊
You are welcome 😊
This is soooo good
Thank you for your valuable feedback 👍
Thanks eng.
you are welcome 🙏
Nice sir
Thank you 😊 💓
why shear force Ve is pointed in downward direction?
In order to keep the equilibrium. You can take it either upward and downward. At the end if you get negative value it means that your assume direction is wrong and it should be opposite to what you have assumed.
how can 500kg be multiplied by 9.8N?
500 kg is mass and to convert this mass into weight which is force we have formula w= m x g where m is mass and g is acceleration due to gravity , m =500 kg and g=9.8 m/s^2 will convert mass into weight/Force. I think it will be clear
@@engradnanrasheedmechanicalthank you sir
You are welcome 😊
I get 12250N for (Fcd)y
No problem it's correct and try to focus on solving method and practice it. You may get error in my calculations as we are human but ultimately goal is to get concept and learning. Thank you
Thankyou sir
You are welcome 🌹
Example 1.1 sir wo be solve kr dn
Ok g noted with thanks
In my text book,Ay value is positive. Is it right or wrong
Cuz yours is negative
when ever you get negative value it means that your assumed direction is wrong it should be opposite to what you have suggested. In my video i have taken it downward which gave me negative value so it should be upward. in yours book it will be taken upward...
Hello sir
Hello how are you?
The answers are wrong, try solving them in calculator
Try again using calculator. You can calculate and compare the answer given at the end of the book. Remember try to learn how to solve problems rather than sticking to the answers only. We are human and we can make mistakes. Thank you 😊 💓
Also this is example and you can compare it with the solution. The video is just recorded in order to explain the procedure available in the solved example for those who have difficulty in understanding 😀
Eng I want your whatsap number to discuss some issues about this subject
sure here is my number +923349227287