Determine the reactions on member ABC at A and B. S0 lb o Ib 9 in...
3. Determine the reactions at A and B for the following beam. 800 lb/ft 500 Ib/ft 12' 9
S0 mm 170 mm 125 mm ? 75mm 4. Determine the components of the reactions at A and E if the frame is loaded by a clockwise couple of magnitude 78 N m applied at B 2 Ib L s of the reaction at E are: Ex lb t O Type here to search
Module -9. Test Q. 1 Determine the resultant forces at pins B and C on member ABC of the four- member frame. 5 8 Ax to 411 E F9 ΣΜΕ εο Ax (4) -150 (1) (-1) = 0 ..Ax = 918.052b FED 'ABC' 15 Fa FEE 3-14 FBE = 1531.2526 F BE = 1531.25 Ib (c) Fco = 35026 (T) MAO (0)-(Fra) ***120)(2)- -. Feo - 36026
The rig shown consists of a 1200-lb horizontal member ABC and a vertical member DBE welded together at B. The rig is being used to raise a 3600-lb crate at a distance x-12 ft from the vertical member DBE. If the tension in the cable is 4 kips, determine the reaction at E, assuming that the cable is (a) anchored at F as shown in the figure, (b) attached to the vertical member at a point located 1 ft above...
determine the shear force (lb) at B for the loading shown Determine the shear force (Ib) at A for the loading shown. Note: Be mindful of the established sign convention. 60 Ib/ft 5 ft 6 ft 84.0000 D Question 9 Note: Be mindful of the established sign convention. Determine the shear force (Ib) at B for the loading shown. 60 lb/ft 5 ft 6 ft 3 ft ft
2. (a) Draw a free body diagram for member ABC shown below. (b) Determine the reactions at the supports A and C. P = 10 kN and a = 1 m. Begin your solution on this page 30
—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 #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
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
8f-4f-4 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 B 1000 lb 8f- -8 ft-