Method of Joints Example Calculation - Truss Analysis - External and Internal Forces on a Truss

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Eurocoded

Eurocoded

Күн бұрын

Пікірлер: 30
@nil981
@nil981 5 жыл бұрын
Thank you very much. You just helped me with my studying for my quiz.
@Eurocoded
@Eurocoded 5 жыл бұрын
😃 I’m glad to hear that. Good luck with your quiz.
@sameersalihy7546
@sameersalihy7546 7 жыл бұрын
Hi dear teacher! Your videos is very helpful .
@Eurocoded
@Eurocoded 7 жыл бұрын
I am glad that you found the video helpful.
@strattino
@strattino 3 жыл бұрын
Thank you!
@Eurocoded
@Eurocoded 3 жыл бұрын
You are welcome
@jacobsinger5118
@jacobsinger5118 3 жыл бұрын
You have AC cos(45) = 10. But which 10 kN force are you referring too, the horizontal 10 kN force or the external 10 kN force pointing downward?
@Eurocoded
@Eurocoded 3 жыл бұрын
Horizontal 10kN
@jacobsinger5118
@jacobsinger5118 3 жыл бұрын
@@Eurocoded thankyou sir, absolutely excellent tutorial!
@Eurocoded
@Eurocoded 3 жыл бұрын
@@jacobsinger5118 my pleasure and thank you.
@sulaimansamatar4459
@sulaimansamatar4459 7 жыл бұрын
Thank you like your explanations
@Eurocoded
@Eurocoded 7 жыл бұрын
You are most welcome.
@amitdebbarma5343
@amitdebbarma5343 3 жыл бұрын
How to calculate having cross truss diagram.. means 3 unknown member having difficulty
@butter4774
@butter4774 6 жыл бұрын
Should we always assume that joints BC n AD are Zero ? If there are no forces acting on Fx?
@Eurocoded
@Eurocoded 6 жыл бұрын
Yes, that is correct for this truss arrangement (no external horizontal forces are acting on joints B and D). It is a good way to speed up your calculations.
@butter4774
@butter4774 6 жыл бұрын
Eurocoded what if the arrangement of F. F. F. F orces down truss is like this |/|\|/|\| ^ ^ Hinge. Roller Upon getting the value of Hinge and roller, can we assum that he force Fx at the top is zero using method of joints??
@butter4774
@butter4774 6 жыл бұрын
Eurocoded your response is very much appreciated. THANK YOU !
@Eurocoded
@Eurocoded 6 жыл бұрын
xxshinrielxx If I am following your truss diagram correctly then you can determine the zero force members connected to the top outer two joints just because there are no externally applied horizontal forces. But you will have to calculate internal forces of the rest of the top members. Does that answer your question?
@Eurocoded
@Eurocoded 6 жыл бұрын
xxshinrielxx You are most welcome. Happy to help you resolve your truss problem :)
@gametricks9409
@gametricks9409 4 жыл бұрын
Sir, how to calculate compression load, (Ned)?
@Eurocoded
@Eurocoded 4 жыл бұрын
Zbhh Arfn N.Ed is the design value of the applied axial force. I need context to answer your question. What are you designing? What are the loading arrangements? Etc.
@utibeukobo4366
@utibeukobo4366 4 жыл бұрын
The 10 from the AC=cos45....where did it come from
@cowboyengineer9227
@cowboyengineer9227 3 жыл бұрын
did you find the answer to this? that confused me too
@Eurocoded
@Eurocoded 3 жыл бұрын
@@cowboyengineer9227 10kN is the externally applied force
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