3: Determine the reactions at A and C. (20 pts). 20 30 t 10 w=lb/ft W2...
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'
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
determine the moments at A,B, and C. The support at B settles 0.03 ft.E = 29(103) ksi and I = 700 in.4 Assume the supports at B and C are rollers and A is fixed. 300 lb/ft 240 lb/ft 30 ft 20 ft 300 lb/ft 240 lb/ft 30 ft 20 ft
Question 3 10 points Save Answer Determine the shear force 7.04 ft to the right of point A for the beam shown below if T- 1,027 lb ft, W = 114 lb/ft, a = 5.52 ft, b = 3.13 ft, and c = 3.73 ft. W upon A D B С. T #bic 7 Question 4 10 points Save A Determine the bending moment 10.9 ft to the right of point A for the beam shown below if T =...
3. Determine the reactions at A and B for the following beam. 800 lb/ft 500 Ib/ft 12' 9
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
6. Determine the reactions at supports A and B. (15 points) 700 lb/ft 500 lb/ft oft-6ft 8 ft-
Problem 3 For the cantilever bean illustrated, a moment of 400 lb-ft is applied at point B Deternine all of the internal loadings at the following locations. Clearly draw free bedy diazrams used in calculations so h a) Determine the support reactions at 4. (8 pts.) 400 - ion b) Determine all of the internal loadings at point C (just to the left of B) (8 pts) c) Determine all of the internal loadings at point D (just to the...
D = 60 lb C = 50 lb 4:Determine the force in all the truss members (do not forget to mention whether they are in T or C). (20 pts) Ib D 3 ft Ib E 3 ft B 12V 8 ft
-WWM Problem 8/35. (W = 46 lb, and k = 20 lb/in.) Determine the value of the viscous damping coefficient c for which the system has a damping ratio of: (a) 0.5 18.525994 X Ib-sec/ft (b) 1.5 55.57798 x lb-sec/ft