680 lb/ft Problem 5.3: Determine the reaction forces at B and C. 900 lb/ft 900 16/€...
Solve for the reaction forces at A and B. 3 ft -2 ft 900 lb/ft 400 lb/ft A Ов 3.5 1.5ft
Problem 2: Determine thelacceleration of 150-lb cabinet and the reaction forces at A and B if P 35 lb. The cabinet does not tip. The coefficient of kinetic friction between the cabinet and the plane is u0.15. The cabinet's center of gravity is located at G. [33 points] K D 4 ft 35 ft
Problem 5 a) Determine the net moment (lb-ft) about point D. b) Determine the equivalent force for the load system, indicate its location with respect to point D. 150 Ib/ft 180 lb/ft T 700b 4 ft 70° 3 ft 6 ft 5 ft 2 ft 4 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
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
Determine the normal reaction at the roller B in lb. Given that a=3.1 ft. b=1.9 ft, F=777 lb, and Theta= 32°. a a AО b о
1. Determine the forces on member ABCD, Answers 3 ft 400 lb 3 ft roller 4 ft
Find the forces (F1,F2,F3 lb) in Fig. 364. (A=26, B=34, C=77) deg, (D=3, E=5, F=6) ft, F4=3740 lb Find the forces (F1,F2,F3 lb) in Fig. 364. (A=26, B=34, C=77) deg, (D=3, E=5, F=6) ft, F4=3740 lb
Determine the resultant moment produced by the four forces about point A. 3 ft 6 ft 53.13º 10 lb 12 lb 4 ft 5 ft 8 lb 12 13 lb
E = 50 lb D = 60 lb C = 20 lb B = 30 lb Using Method of sections determine the forces in members DC, HC, and HI. (Don't forget to say whether they're in tension or compression (25 pts) Ib Ib 3 ft 3 ft 3 ft EN D 2 ft. lb G H 2 ft B Ib 2 ft А. I