Ay GKN -3m B L 3KN 3m 5kN K 4KN -3m 10KN || GKN 3m 4KN E I 3KN 3m 7kN -3m 5kN plus Gy Solve the Ay and Gy of this unsymmetrical Howe Truss. After that, solve it using METHOD OF SECTIONS. 9m

See the diagram. Point A is a fixed connection. a) determine the normal force the pin at C exerts on the smooth slot. b) determine the components of the force at pin B. c) determine the components of the force at A. d) determine the external moment at A. Match the answer. 4 ft 50 I6 34 12 1 hormal force N = 296 62 68 328 S extermalUDment MAH 336 6. Notan answer 38 20

Draw the free body diagram. Box your final answers.

The steel is supported by the steel tie rod in AB beam B. Steel connection tension rod is placed 2 meters to the left of B and C sliding bracket is placed and P is loaded between AC It is. By ignoring the weights of beams and connecting rods, they can be determine the largest P load it can carry. The diameter of the BD rod is 16 mm. E = 200GPa I = 150x(10^6)mm^4

5kN- E 4m B C 3m 3m 3m 10kN 10KN Analyze the given truss as shown by using Castigliano's Method. El is constant.

For the truss shown, determine by the method of nodes the magnitude of the force in member AE P F = 73 N P = 88 N a = 2.7 m b = 1.7 m 0= 79° D

חר A small truss as shown in figure has all the pinjointed members having 20 cm² cross sectional area. Plane of roller is inclined and parallel to member AD. Determine the movement of joint 'C' on application of a vertical load of 4t at joint B. E= 2 x 106 kg/cm². 1m 2 m- B 14t 2 m-

Analyze the Structure given in Figure (Picture Attached) and determine the forces in each member of truss by GRAPHICAL METHOD. State whether members are in tension or compression.  P1= 720KN P2= 360KN

Determine the force in each member of the loaded truss. The force is positive if in tension, negative if in compression. 60° 52 15° C W Answers: AB = W %3D AC = i W BC = W %3D

Calculate the force generated in element 1 of the following truss if the forces A, B, and C are 1.335 N, 842 N, 516 N respectively.