Structural Theory | Influence Line of Beam Part 1 of 2

Part 2 of 2 • Structural Theory | In...
Learn to draw the influence line of Beam due to moving load
Please subscribe to my channel.
For the Copyright free contents
special thanks to:
Images:
pixabay.com
Should you have concerns regarding the video, please email me directly at [e-mail]
About me:
I am Jay T. Cabuñas, Civil engineer and an engineering professor.
I love teaching and sharing knowledge to everyone.nd moment diagram and the deflection diagram of frame
Part 1 • Structural Theory | An...
Shear and Moment Diagram Area Method • Strength of Materials:...
Shear and Moment Diagram by Equation • Strength of Materials:...
Part
Please subscribe to my channel.
For the Copyright free contents
special thanks to:
Structural Analysis by Kassimali
Images:
pixabay.com
Should you have concerns regarding the video, please email me directly at [e-mail]
About me:
I am Jay T. Cabuñas, Civil engineer and an engineering professor.
I love teaching and sharing knowledge to everyone.

[@tambwemangalafrixel9061]

Thanks a lot sir. The static method makes it easier for me.

[@ninamariemicabani9258]

Thank you engr. Really helpful.

[@christianlearnertv2335]

Thank you and God bless po Sir

[@siphesihleshabalala6229]

The Best............................................................

[@natanimkore]

thank you alot prof,

[@kinglbjfan623]

Galing po magturo Engr💕

[@dizzle4202]

♥

[@faizalmaliga3701]

Hi! sa mga kaklase ko jan, nag advance lang ko kuno 😂

[@ozanaydogan]

Hello, thanks for the vid but I couldnt understand something at 22:50 yes I understood that at A there will be 0 deflection due to pin, at C we removed the support and added upward 1KN so deflection at C is 1 but how did we understand that at D deflection will be increased. I understood the deflection will be 0 at point E due to pin connection again. But didnt understand the deflection at the point D(Hinge).

[@geldoes5282]

same question

[@geldoes5282]

found out that A-D is considered as 1 member, i think that's why

[@christianlearnertv2335]

Thank you and God bless po Sir