The pin at B and link CD support bar ABC, Bar ABC supports the distributed loading...
Rigid bar ABC is 4 ft long and lies in the yz-plane. A hinge at A and cable CD support the bar. The hinge axis lies along the x-axis. (Due to the nature of this problem, do not use rounded intermediate values in your calculations-including answers submitted in WebAssign.) Determine the reactions the hinge exerts on the bar and the tension in cable CD. Point B, where F is applied to the rod, is 3 ft (measured along the rod) from...
The frame shown supports the distributed load. 230 lb/ft 1 ft ІВ 1 ft E ift ift 1 ft Determine the forces pins B and C apply to member BCD in pounds. (Assume that the +X-axis is to the right and the +y-axis is up along the page. Due to the natum B, magnitude Ib direction -Select- By magnitude Ib direction -Select- lb -Select- Ex magnitude direction č, magnitude direction Ib Select-
1) Rigid bar ABC is supported by pin-connected axial member (1) and by a pin connection at C, as shown in the figure. A concentrated load is applied to the rigid bar at A. Assume P = 5,300 b, a = 20 in, b= 30 in., c = 13 in., and d = 28 in. Determine the magnitude of the maximum internal shear force within pin C. A. 3670 lb B. 3720 lb C. 3850 lb D. 3940 lb E....
The three-hinged arch is loaded as shown. (Assume that the +x-axis is to the right and the+y-axis is up along the page. Due to the nature of this problem, do not use rounde 8 ft 645 lb 10 ft 420 lb 10 ft c 16 ft- Determine the reactions at A and C in pounds. lb m nitude direction -Select- Ib magnitude direction -Select- lb -Select- Ex magnitude direction cy magnitude direction lb -Select- Determine the forces pin B exerts...
The truss is loaded as shown. с 9 ft 1,290 lb + 6.8 Analyze it using the method of joints to find all member forces and reactions in pounds. (Assume that the +x-axis is to the right and the +y-axis is up along the page. Due to the nature of this problem, do not use rounded intermediate values in your calculations-including answers submitted in WebAssign.) magnitude sense -Select- FAC magnitude ib sense ---Select- nc magnitude sense Select magnitude direction -Select-...
The cable that suspends the 210 ko mass wraps over the pulley with center and ties off at E. The pulley has negligible radius. (Assume that the +x-axis is to the right a calculations-Including answers submitted in WebAssign.) 210 kg 3.2 m 2.4 m 2.4 m Determine the force that pin A exerts on bar ABC, and determine member force BD. (Enter forces in kilonewtons.) ĀK magnitude KN direction -Select- Ā, magnitude KN direction -Select- Foo magnitude KN sense -Select-...
18.22 determine the components of the force exerted on it by the pin support eranon (b) Determine the objects countercloc wise angular a at the instant shown. 18.22 The object consists of the 2-kg slender bar ABC welded to the 3-kg slender bar BDE. The y axis is vertical. At the instant shown, the object has a counterclockwise angular velocity of 5 rad/s. Determine the components of the force exerted on it by the pin support. 0.2 m 0.4 m...
P8.052 (Multistep) A tubular steel column CD supports horizontal cantilever arm ABC, as shown in the figure. Column CD has an outside diameter of 8.000 in. and a wall thickness of 0.400 in. The loads are PA=350 lb and PB=560 lb. Dimensions of the structure are a=5.2 ft, b=8.4 ft, and c=12.4 ft. Determine the maximum compression stress at the base of column CD. Part 1 Determine the cross-sectional area and the area moment of inertia for column CD. A=...
Hinges A and B along with cable CD support the rigid gray plate. Hinge B provides the axial thrust along the y-axis. KN 6.6 ft 6.0 ft 13.0 ft 6.0 ft - > 2.8 kip Determine the tension in cable CD and the reaction force components that hinges A and B exerts on the gray plate in pounds. (Indicate the direction with the sign of your answer. Neglect the moments provided by hinge A and B. Point D is directly...
A tubular steel column CD supports horizontal cantilever arm ABC, as shown in the figure. Column CD has an outside diameter of 9.000 in. and a wall thickness of 0.460 in. The loads are PA = 300 lb and Pb = 540 lb. Dimensions of the structure are a = 6.3 ft, b= 8.0 ft, and c = 14.0 ft. Determine the maximum compression stress at the base of column CD. b a PA C B A D *Part 1...