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Problem I (10 points) 6 kips 6 kips 6 kips H Bu The structure shown may...
Problem 1 (10 points) Estimated time: 6-8 mins. For the truss shown below I. Identify all...
Problem 1 (10 points) Estimated time: 6-8 mins. For the truss shown below I. Identify all zero force members II.Which of the following statement(s) is/are true? Circle all that apply. (a) Force in member CG is in tension and has a magnitude of 5 kN. (b) The magnitude and sense (T/C) of the internal force in member CH must be equal to that in member CF. (c) The magnitude and sense (T/C) of the internal force in member GH must...
5. (20 points) The truss shown below supports horizontal forces of 6 kips at Joint G,...
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...
Homework Problem H 7.E Consider the truss shown below with the loading on joints D, K, S and U. Given: Find: For this p...
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...
CHAPTER FIVE Analysis of Structures 105 10 kips 40 kips 10 kips 20'-0" G H |...
CHAPTER FIVE Analysis of Structures 105 10 kips 40 kips 10 kips 20'-0" G H | 20'-0" | 20 – 0" 20' – 0" 20-0" PROBLEM 5.6 Section 5.5 The Method of Sections For Problems 5.8 through 5.14, use the method of sections. 5.8 Determine the forces in members CD, DH, and HI for the truss shown. 6 kips 8 kips 9'-0" H 22 10 kips 4 bays @ 10'-0" = 40'-0" PROBLEM 5.8 5 m 457 kN 7m 7...
Method of Sections Reference the truss shown below. Solve for the forces in the specified members...
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...
1. For the truss shown below pok IB 100 K E 20 ft F G 60...
1. For the truss shown below pok IB 100 K E 20 ft F G 60 K 5@20f 1001 1. The truss shown is extemally (circle comect answer) (2 points) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: (3 point) 2. The truss shown is intemally (circle correct answer) (2 point) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: 3 point) 3....
Problem 3.21 6of7 Review Part A Consider the truss shown in (Figure 1) Suppose that F-8 k.Assume all members are pin...
Problem 3.21 6of7 Review Part A Consider the truss shown in (Figure 1) Suppose that F-8 k.Assume all members are pin connected Determine the force in the member FC of the truss and state if the member is in tension or compression. Express your answer using three significant figures. Enter negative value in the case of compression and positive value in the case of tension. Figure 1 of 1 1.5 k Frc 3.04 6 ft Submit wers Request An 6...
Problem # 1 For the plane truss shown below: (a) Prove that the truss is statically determinate. (b) Determine the...
Problem # 1 For the plane truss shown below: (a) Prove that the truss is statically determinate. (b) Determine the member forces for members ab, bc, gc, fe, and bg. Specify whether they are in tension or compression. 14 kip 10 kip 10 kip 8 ft d 6 ft a f h 8 kip 8 kip 12 ft 9 ft 12 ft 9 ft j= m= DE
Problem # 1 For the plane truss shown below: (a) Prove that the...
can this work be answer for me quickly Problem # 1 For the plane truss shown below: (a) Prove that the truss is sta...
can this work be answer for me quickly
Problem # 1 For the plane truss shown below: (a) Prove that the truss is statically determinate. (b) Determine the member forces for members ab, bc, gc, fe, and bg. Specify whether they are in tension or compression. 14 kip 10 kip 10 kip 8 ft d 6 ft f h 8 kip 8 kip 12 ft 9 ft 12 ft 9 ft j= m= DE F F e
Problem # 1...
I need help with the manual calculations. I need to solve via “the pitch” method. Thank...
I need help with the manual calculations. I need to solve via “the
pitch” method. Thank you
The truss is to be analyzed assuming the two loads shown are each 80 kips. By analyzed I mean that reactions at supports are to be determined and the forces (magnitude and sense) acting internally in each member are to be determined. Once forces are known, the members are to be "designed" -that is, the cross sectional area required determined-based on the following...
Problem 1 (10 points) Estimated time: 6-8 mins. For the truss shown below I. Identify all zero force members II.Which of the following statement(s) is/are true? Circle all that apply. (a) Force in member CG is in tension and has a magnitude of 5 kN. (b) The magnitude and sense (T/C) of the internal force in member CH must be equal to that in member CF. (c) The magnitude and sense (T/C) of the internal force in member GH must...
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...
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...
CHAPTER FIVE Analysis of Structures 105 10 kips 40 kips 10 kips 20'-0" G H | 20'-0" | 20 – 0" 20' – 0" 20-0" PROBLEM 5.6 Section 5.5 The Method of Sections For Problems 5.8 through 5.14, use the method of sections. 5.8 Determine the forces in members CD, DH, and HI for the truss shown. 6 kips 8 kips 9'-0" H 22 10 kips 4 bays @ 10'-0" = 40'-0" PROBLEM 5.8 5 m 457 kN 7m 7...
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...
1. For the truss shown below pok IB 100 K E 20 ft F G 60 K 5@20f 1001 1. The truss shown is extemally (circle comect answer) (2 points) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: (3 point) 2. The truss shown is intemally (circle correct answer) (2 point) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: 3 point) 3....
Problem 3.21 6of7 Review Part A Consider the truss shown in (Figure 1) Suppose that F-8 k.Assume all members are pin connected Determine the force in the member FC of the truss and state if the member is in tension or compression. Express your answer using three significant figures. Enter negative value in the case of compression and positive value in the case of tension. Figure 1 of 1 1.5 k Frc 3.04 6 ft Submit wers Request An 6...
Problem # 1 For the plane truss shown below: (a) Prove that the truss is statically determinate. (b) Determine the member forces for members ab, bc, gc, fe, and bg. Specify whether they are in tension or compression. 14 kip 10 kip 10 kip 8 ft d 6 ft a f h 8 kip 8 kip 12 ft 9 ft 12 ft 9 ft j= m= DE
Problem # 1 For the plane truss shown below: (a) Prove that the...
can this work be answer for me quickly
Problem # 1 For the plane truss shown below: (a) Prove that the truss is statically determinate. (b) Determine the member forces for members ab, bc, gc, fe, and bg. Specify whether they are in tension or compression. 14 kip 10 kip 10 kip 8 ft d 6 ft f h 8 kip 8 kip 12 ft 9 ft 12 ft 9 ft j= m= DE F F e
Problem # 1...
I need help with the manual calculations. I need to solve via “the
pitch” method. Thank you
The truss is to be analyzed assuming the two loads shown are each 80 kips. By analyzed I mean that reactions at supports are to be determined and the forces (magnitude and sense) acting internally in each member are to be determined. Once forces are known, the members are to be "designed" -that is, the cross sectional area required determined-based on the following...
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