For the symmetrical K-truss shown, find the forces in the truss members LE and ER. Loadings...
SAN4701 OCT/NOV 2014 QUESTION 1 Determine the member forces in the symmetrical truss shown in Figure 1 The panels are assumed to be square with all the members having a constant EA of 35 x 103 kN [30 MARKS] 4M 10 KN
SAN4701 OCT/NOV 2014 QUESTION 1 Determine the member forces in the symmetrical truss shown in Figure 1 The panels are assumed to be square with all the members having a constant EA of 35 x 103 kN [30...
2. Calculate the forces in all members of the truss shown belovw 10 kips 5 kips 10'-0" .A 8-0" 16'-0"
Method of Sections Reference the truss shown below. Solve for the forces in the specified members using the Method of Sections. Clearly indicate whether the members are in compression (C) or tension (T). P-10 kN, P, = 6 kN and P, -8 kN. Note: You will not get credit for your work if you do not use the Method of Sections. 3 m Question 21 (6 points) Solve for the reactions at the supports Indicate both the magnitude and direction...
Homework Problem H 7.E Consider the truss shown below with the loading on joints D, K, S and U. Given: Find: For this problem: a) Determine the external reactions acting on the truss at supports A and H b) Identify all zero-force members in the truss. c) Determine the load carried by members BC, CJ and MN. Identify each member as either being in tension, in compression or carrying zero load. For this problem, use the following parameters: h 30...
Using the method of sections, calculate the forces in members
CD, DH and HI for the truss
system shown in Figure 2.1 below. Indicate the force of each member
as either in tension (T) or compression (C). Provide this
information clearly on the original truss system's FBD
6 kips 8 kips 9'-0" G H 10 kips 4 bays @ 10'-0" = 40'-0"
5. (20 points) The truss shown below supports horizontal forces of 6 kips at Joint G, 8 kips at Joint E, and 4 kips at Joint C. All truss members are made of steel (E 29,000 ksi). Each of the diagonal members (Members AD, DE, and EH) has a cross-sectional area of 1.2 in2. Each of the vertical members (Members AC, CE, EG, BD, DF and FH) has a cross-sectional area of 2.4 in Each of the horizontal members (Members...
Given: The Truss and loading shown in the diagram below Find: The reactions and forces in the members. Draw a Free Body Diagram clearly showing the reactions. List the member forces in the table including indicating if they are Tension or Compression. 500 lb Reactions Force Ay BX 4ft Member Force ft 3 ft 3ft
Section 5.4 The Method of Joints 5.1 through 5.7 Calculate the forces in all members of the trusses shown using the method of joints. CH 10 kips В 5 kips 10-0" 8-0" 16'-0 20 PROBLEM 5.2 PROBLEM В 10 k 9 F 15 k 15 k 12 80 kN 50 kN D E 3 m С A В 5 m 2m PROBLEM 5.4 We were unable to transcribe this imageSection 5.5 The Method of Sections For Problems 5.8 through 5.14,...
Problem 2: For the truss shown, compute all member forces using the method of consistent deformations by taking the force in member M6 (between joints 1 and 4) as redundant. Given: E-29,000 ksi and A-2.0 in2 A-2.0 in for all members. 20 kips 3 4. M4 M5 M6 10 ft uo M1 2 10 ft
Question 7 Find the forces in members AC and AD of the truss shown below using the Joint Resolution Method? 5 6 m 1312 50 k 6