W(x)= 100+3x^2(lb*ft) Problem No. 2 (40 points) Calculate the support reactions at A and B. Ar-...
K8 ft * 4 ft PROBLEM 4 Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D E F 8 ft A B C 4 3 1000 lb 8 ft * 8 ft
Determine the reactions at the support A and the tension in the cable. 4 ft 4 ft F 2 ft E leli 5 ft B 5 ft 5 ft F At Suppoft A: 3nkoun Ar, Ay Az @4. LL 4 ft 4 ft F 2 ft E leli 5 ft B 5 ft 5 ft F At Suppoft A: 3nkoun Ar, Ay Az @4. LL
Problem E4.2 (40%) Determine the vertical distance between C and A. 4 ft 7 ft 50 lb 5 ft3ft 100 lb 4 ft Problem E4.2 (40%) Determine the vertical distance between C and A. 4 ft 7 ft 50 lb 5 ft3ft 100 lb 4 ft
—8 ft * 4 fit PROBLEM 4 Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D E F 8 ft A B 3 1000 lb 8 ft- 8 ft
8 ft PROBLEM 4 *4ftY E F Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D 8 ft A B 4 3 1000 lb 8 ft * 8 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'
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
8 ft #417 PROBLEM 4 Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D E 8 ft А B 1000 lb 8 ft + 8 ft
Problem 2. Compute the reactions at each support for the beam shown. The beam weight is 85 lb/ft. A) Draw the free-body diagram (FBD) you used to calculate the reactions B) Write the equilibrium equations based on the FBD 3000 lb 750 lb/ft- 1000 lb/ft
6. Determine the reactions at supports A and B. (15 points) 700 lb/ft 500 lb/ft oft-6ft 8 ft-