This video presents analysis of continuous beams using Flexibility Matrix Method
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Пікірлер: 7
@manojkaturde12228 ай бұрын
Nice lecture
@mohsinalikhan64172 жыл бұрын
Great really helpfull
@structuralanalysis27903 жыл бұрын
Any email Dr, I do have a true Matrix solution, thanks.
@dr.a.s.sayyad1465
3 жыл бұрын
My email attu_sayyad@yahoo.co.in
@search96572 жыл бұрын
Here fixed beam=3 Roller=1 Roller=1 --------------- Total=5 So Dsi= 2
@dr.a.s.sayyad1465
2 жыл бұрын
Yes. Also, We can neglect horizontal reactions in case of beam because of no horizontal loads. Therefore it will be 4-2=2. In this case equations of equilibrium are only 2 (FY and Moment).
@search9657
2 жыл бұрын
@@dr.a.s.sayyad1465 this example also calculate with Mm1/EI,Mm2/EI This method easy
Пікірлер: 7
Nice lecture
Great really helpfull
Any email Dr, I do have a true Matrix solution, thanks.
@dr.a.s.sayyad1465
3 жыл бұрын
My email attu_sayyad@yahoo.co.in
Here fixed beam=3 Roller=1 Roller=1 --------------- Total=5 So Dsi= 2
@dr.a.s.sayyad1465
2 жыл бұрын
Yes. Also, We can neglect horizontal reactions in case of beam because of no horizontal loads. Therefore it will be 4-2=2. In this case equations of equilibrium are only 2 (FY and Moment).
@search9657
2 жыл бұрын
@@dr.a.s.sayyad1465 this example also calculate with Mm1/EI,Mm2/EI This method easy