6.6 Compute the reaction forces at points A and B for the given structure. Consider the...
7.1 A mass of 10 kg is supported by the structure as shown. Determine the force in member BC and the reaction forces at pin A. (Ans. Fac 245.64 N, Ax 167.53 N, Ay 81.67 N) 2.5 m CO 479
7.5 For the structure loaded as shown below, calculate the tension in cable AB and the reaction forces at pin C for the case where L = 8 ft. (Ans. TAB-6,212.90 lb, Cx 5,840.13 lb, Cy 875.0 lb) 20° 2L 2,500 lb 500 lb 7.6 Calculate the reaction forces at point A and the tension in cable BC for the given structure. (Ans. T-2, 121.32 N, Ax = 1,500 N, A,-3,500 N) 1.5 m B 2,000 N : 2 m...
calculate the tension in cable and reaction forces at pin
For the structure loaded as shown below, calculate the tension in cable A? and the reaction forces at pin C for the case where L = 9 ft. (Ans. ?_AB = 6, 743.67 lb. C_x = 6.111.84 lb. C_y = 1.250.00 lb)
The bar is mounted to a pin joint at A, distances are given in
meters.
A) For what distance d is the system balanced about point A?
B) What reaction forces (Ax and Ay) are required at the pin
joint for the system to be in equilibrium?
50 N 100N↑ 200 N 1
A) please draw all FBDneeded to compute the reactions.
B) please compute the reaction forces at supports A and F and
internal hinge at C.
4.0 ft 6.0 ft 30 k-ft 2 k/ft hinge or pin 4.5 ft 8.0 ft 6 k 6 k/ft 4.5 ft 4.0 ft hinge or pin hinge or pin
(20 Points Total) 1) Consider the given structure a) Draw the complete free-body diagram of the enttire structurre withibesisrture apart). b) Determine the support reactions at the pin suppon A and roll summot 25m 15m
7.2 For the structure below, determine the reaction forces at C and the tension in cable AB if P=50 N. (Ans. TAB-100 N, C,-100 N, C,-50N) 45/ 7.3 The beam below weighs 200 N and is pinned at point O. Determine the tension in cable AB and the reaction forces at O for the loading shown. (Ans. TAB- 472.81 N, Ox 428.37 N, Oy 100 N) 25° 10 m 100 N
Determine the reaction forces at pin B, pin C, and pin D. Draw the free body diagrams for bar 2. AC and bar CE. Make sure all forces are pointing in the correct direction. 250 N 2 m В 2 m E A 1.5 m1.5 m 1.5 m-1.5 m-
Find all the reaction forces Ax,
Ay,Dx,Dy
Problem 1 The frame shown in the figure has two pin supports at points A and D. Two point loads P1 = P2 = 4 kN and a uniformly distributed load W = 10 kN/m are applied to the frame as shown. The horizontal reaction at support A is -1.037 kN. Note: A positive value here indicates a reaction force pointing to the right, and a negative value one pointing to the left....
Consider the structure in Figure 3. We will study the forces in the bars of this structure for various a. Develop the equations of static equilibrium and write them in matrix form. Take F=2 N. The stiffness matrix A should be in terms of . • Hint 1: The supporting structure at E is a pin and at D is a roller, the load on A is F and on B is 5. The length of member ED is 1m...