W03M01 UnDamped Forced Vibrations

[@BruceWayne-dr9zh]

Gr8 sir.. I am a mtech structural engineering student and these videos are really helpful.. I am also taking notes while watching

[@bhavya6621]

Do you have notes for theory of elasticity, repair and rehabilitation of structures subjects?

[@AshishSingh-ow5ig]

At 9:29 in complete solution particular integral part is omega not omega n

[@saddybedangdang]

great video, thank you from UTS sydney!

[@kevinsaluague009]

at 16:05 Hello Sir, i think you had miscalculated the values of the corresponding forcing frequencies

[@ezcollege2964]

8:50 the last sin term must have a w instead of wn. This comes from the fact of linear independence. I think this is a typo on your video

[@infoseeker506]

Awesome sir

[@MH-gw9jk]

Thank u thank u sir

[@shashi988]

Sir, should the mass of plank be included in the static deflection check, although mass is less compare to the generator? But where plays a role where mass is comparable to the forced vibration system mass, isn’t it?

[@BruceWayne-dr9zh]

Yah right

[@civilsitewallah]

sir the mass that u have taken while solving the given problem in that u didn't takethe mass of generator that is 1 ton

[@livwinright1994]

the stiffness is in N/m, so ton is converted to N

[@kkalaivendhan]

Sir 9.3 undamped forced vibration solution wn or w