Q1. Consider a truss shown in Fig.1. Joint A sits on a pin support and I...
1. A simple truss structure is given in iure I below, joint A is commected to simple pin support and Joint G is resting on roller support. Knowing that external horizontal force of 100kN acts on joint B, and vertical forces of 150KN and 50kN are acting on joint D and respectively. Determine; (a) The reaction forces at supports A and B. (3 marks) (b) Forces carmed by members AB, AD, BC, BD, CD and CE, and indicate if the...
a. Specify the type of compound truss shown in Figure 2. Assume all members are pin connected. The truss is pin supported at A and roller supported at F. Investigate the determinacy and stability of the truss Using the method of section, determine the force in member CD. State if the member is in b. c. tension or compression d. Using the method of joint, determine the force in members JK and JN. State if the members are in tension...
Problem 1 (10 points) A truss is pin supported at A and roller supported at G The support reactions at A and G are 15 ft A, ; 4500 lb A-0 lb G, 1500 lb 3000 lb 3000Ib Determine the forces in members BC, CD and C. State whether they are in compression or tension. Problem 1 (10 points) A truss is pin supported at A and roller supported at G The support reactions at A and G are 15...
2. Use the Method of Joint, and determine the force in each member of the roof truss. State if the members are in tension or compression. Assume A is a pin and D is a roller support. (AB:-28.9kN; AE:14.4kN; BE:5.77kN; BC:-17.3kN; CE:-5.77KN; ED:20.2kN; CD:-40.4kN) 40 KN 20 KN 4 m D
4- For the pin-jointed truss structure shown below, show that the truss is statically determinate then calculate the internal member forces in member CD and AB. State whether the members are in tension or compression. 3 m 3m 60kN 3m 4- For the pin-jointed truss structure shown below, show that the truss is statically determinate then calculate the internal member forces in member CD and AB. State whether the members are in tension or compression. 3 m 3m 60kN 3m
1. The members of truss are attached together by pins having 5 cm in diameter and 10 cm in length. The truss is supported by a frictionless pin at one end (joint A) and a roller system at the other joint k). The load Lis equal to 5 kN. The section view of the truss member is below and it is homogeneous all along the truss. Elastic modulus is 200 GPa, shear modulus is 75 GPa for the truss. (a)...
Problem No. 2 (100 points) For the Baltimore bridge truss shown below answer the following questions: 1) Calculate Reaction Forces (FBD is already drawn assuming a pin support at A and a roller support at I) (10) 2) What is status of the Truss (determinate or indeterminate)? (10) 3) Obtain ALL the Zero force member (30) 4) Using method of Joints, find force in member PF and PG specify if these forces are in Tension or Compression? (25) 5) Using...
Question Four: For the pin-jointed truss shown in Figure 4, 3m 12 KN 3m 30 kN 3m 15 kN 4m 4m 3m 3m 6m Figure 4. Calculate the reactions at A and B. (a) By inspection (involving no calculations), list all the zero force members. (b) (c) By method of joints, analyse joints T, S and N to determine the force in members ST NT, RS, SN, MN and RN. In your answer, you must state whether the members are...
Problem No. 1: For the truss shown a) Determine the support reactions at A and G b) Using the methods of joints, determine the force in all members and indicate if the member is in tension (T) or compression (C). Assume all connections are pins 100 KN 4 m 4 m B 4 m H .. m
2. (40 points) For the loaded determinate truss with pin reaction at support E and roller reaction at support A: (30 pts) fine the forces in members , DC, DG, and HG using the method of sections through section aa. Indicate whether these forces are in compression (C) or tension (T). (10 pts) list any zero-force members that you can determine. 30 k 30k 30k 15 k 12 ft 4 at 16 ft = 64 ft -