Determine the reactions at B. 200 lb/ft 10,000 lb 9.000 lb-ft 160° 150 lb/ft 13 ft...
Problem 3 150 lb/ft Determine the reactions at A and B for the given beam. Neglect the thickness of the beam. 6 ft 8 ft
500 lb 200 lb 13 12 4000 lb ft 60° 4 ft 4 ft- 8 ft 4 ft A compound beam (frame) is made up of two members, AC and CB which are pin connected at C. Determine the external support reactions at the fixed support A and the rocker at B.
. (10) Find the reactions at A and B. 200 h/f 500 lb 150 lb /
find the reactions at the supports 750 lb 750 lb 150 lb/ft 3 in. 12 in ft- 4ft-te4ft- Fig. P5.16
Draw the shear and moment diagrams for the beam 250 lb/ft B 150 lb-ft 150 lb-ft 20 ft V, 1b
6. Determine the reactions at supports A and B. (15 points) 700 lb/ft 500 lb/ft oft-6ft 8 ft-
3. Determine the reactions at A and B for the following beam. 800 lb/ft 500 Ib/ft 12' 9
Compute for MB Compute for MB 40 lb/ft 200 lb A B 6 ft a. 1.22 kip(s)-ft o b. 1.33 kip(s)-ft C. 1.55 kip(s)-ft d. 1.44 kip(s)-ft
3: Determine the reactions at A and C. (20 pts) w=5 lb/ft W2=10 lb/ft + W2=5 lb/ft 2. 3' А С 4' - 7' - 5'
3. A body weighing 25 lb is suspended from a spring of constant k=160 lb/ft. The system is shown in Figure 1. At time t=0, it has a downward velocity of 2 ft/sec as it passes through the position of static equilibrium. Determine: (a) the static spring deflection. (b) the natural frequency of the system in both rad/sec and cycles/sec. k = 160 lb/ft (c) the system period (d) the displacement x as a function of time, where x is...