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Fysin 31 Q.2 (35 pts) Starting from first principles, determine the equation of motion for the...
Fosin Uniformer, Q.2 (35 pts) Starting from first principles, determine the equation of motion for the system shown. a. Draw free body diagram for small --- displacements measured from static equilibrium. b. Take moments about the hinge to obtain the equation of motion as. (a)
Starting from first principles, determine the equation of motion for the system shown. Draw free body diagram for small displacements measured from static equilibrium. Take moments about the hinge to obtain the equation of motion as. Fosin Uniformbar, HTTTTT |-- -----|
Q.3 (30 pts) Starting from first principles a) Draw free body diagram for the system shown. b) Show that the equation of motion is: mx + cx + bx = cỷ +ky Y sin 1 I нае
Q.3 (30 pts) Starting from first principles a) Draw free body diagram for the system shown. b) Show that the equation of motion is: www - Yin k Base
Starting from first principles Draw free body diagram for the system shown. Show that the equation of motion is: +y -am Mt) - Y sin er K Base
See Figure 2. A 35 kg sign is suspended from the end of a uniform horizontal beam that has a mass of 25 kg and a length of 3.0 m. The beam is attached to a wall by a hinge. A cable with negligible mass is attached to the end of the beam just above! the sign and extends to the wall, forming an angle of 30° with the beam. cable beam Physics is Phun Figure 2 WT 1173337 a)...
2) See Figure 2. A 35 kg sign is suspended from the end of a uniform horizontal beam that has a mass of 25 kg and a length of 3.0 m. The beam is attached to a wall by a hinge. A cable with negligible mass is attached to the end of the beam just above the sign and extends to the wall, forming an angle of 30° with the beam. cable beam Physics is Phun Figure 2 a) Sketch...
Please answer the questions for Part 1 and Part 2 showing all steps, using the provided data values. Many thanks. M2 2 C2 2' 2 2 C2 2'2 Spring steel Mi k1 C1 2'2 1 C1 Base y(t) Base movement Figure 2 shows a shear building with base motion. This building is modelled as a 2 DOF dynamic system where the variables of ml-3.95 kg, m2- 0.65 kg, kl-1200 N/m, k2- 68 N/m, cl- 0.40 Ns/m, c2- 0.70Ns/m The base...