Consider the frame below where the column properties are E 3
Solution
Solution:-
=(K/M)
K = K1 + K2
K = 12 EI/(1.5 L)3 + 3 EI/L3
K =(12x 30x 106 x 4.448 x 150)/(1.5 x 12 x 12)3 + (3 x 30 x 106 x 4.448 x 150)/(12 x12)3
K = 43943.9 N/inch
Where 1 inch = 0.0254 m
K =1.73 x 106 N/m
Mass =2.5 x 175.13 = 437.82 kg
Where 1 lbf-s2/inch = 175.13 kg
(b) Natural circular frequency () = ((1.73 x106 ) /( 437.82))
= 62.86 radian/second Answer
(a) Equation of motion for system:-
u =u0 cos t + u0’/ x sin t
u = u0 cos (62.86 t) + 0.016 u0’ sin (62.86 t) Answer
Where u0’ = velocity
(c) Displacement :-
When u0 =0 , u0’ = 6 feet/second , t = 1 second
u = u0cos(62.86 t) + 0.016 x u0’ sin(62.86 t)
u =0 x cos (62.86 x1) + 0.016 x 6 x cos (62.86 x 1)
u = 0.0854 feet Answer

