5. Draw the shear and moment diagrams for the beam (Graphical Method). 400 lb/ft 600 lb-ft 15 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'
Determine the reactions at B. 200 lb/ft 10,000 lb 9.000 lb-ft 160° 150 lb/ft 13 ft (.D. t5
3: Determine the reactions at A and C. (20 pts). 20 30 t 10 w=lb/ft W2 lb/ft W = lb/ft 31 12 A С 10 I 8
3. Determine the reactions at A and B for the following beam. 800 lb/ft 500 Ib/ft 12' 9
Draw shear and moment diagrams for the beam.
Thanks for the help.
600 lb 200 lb/ft A B D C 3 ft -3 ft 6 ft
find the reactions at the supports
750 lb 750 lb 150 lb/ft 3 in. 12 in ft- 4ft-te4ft- Fig. P5.16
Using the method of joints, determine the force in
each member.
600 lb 600 600 lb 300 lb 6 ft 300 lb 6 ft
6. Determine the reactions at supports A and B. (15 points) 700 lb/ft 500 lb/ft oft-6ft 8 ft-
determune the reactions at a and b
P=4lb
y 300 lb/ft P }100 lb/ft r А B -3 ft 3 ft +--2ft-7