Determine the reactions at B. 200 lb/ft 10,000 lb 9.000 lb-ft 160° 150 lb/ft 13 ft (.D. t5
for F = 500 lb and G = 150 lb
Solve for the force in each member, indicate whether the member
is in tension or compression, and solve for the reaction
forces.
ЈУ F 17 ft х 10 ft Z 12 ft
DEFINE GIVEN: A simply supported beam 150 11/ 200 lb TTTI - - FIND: Support reactions N V, M equations at cut between 6 (origin starts at 1) Shes and moment diagrams (abel all changes) Absolute maximum shear and moment values SOLVE -- M-- VERTEX
find the reactions at the supports
750 lb 750 lb 150 lb/ft 3 in. 12 in ft- 4ft-te4ft- Fig. P5.16
Section 3. Truss Analysis & Surface Area, Volume F H F = 1000 lb Support reactions: Ay = 2500 lb Ex = 0 B Ey = 1500 lb 1300 E B D -10 ft 10 ft 10 ft 10 ft 1. (4 pts) What is the magnitude of the force in DJ? (3 pts) Indicate tension (T) or compression (C) on the answer sheet. F a) 500 lb b) 1000 lb c) 1500 lb d) 2000 lb e) 1750 lb...
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.
A 5000-lb airplane loops at a speed of 200 mi/h. Find (a) the radius of the largest loop possible, (b) the net force on the plane at the bottom of the loop, and (c) the lift on the plane at the bottom of this loop. Answer: (a) 2700 ft. (b) 5000 lb.. (c) 10,000 lb.
6. Determine the reactions at supports A and B. (15 points) 700 lb/ft 500 lb/ft oft-6ft 8 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 300 lb 1. (5 points) What is the internal moment at point D? a. 600 lb-ft b. -600 lb-ft C. 300 lb-ft d. -300 lb-ft ✓ B E D 6 ft 4 ft 4 ft 6 ft T2 ft