Problem 1: Please determine whether the truss structures provided in Figure 1 below are externally or...
Please help with this question. 4. For the truss shown below a-The truss shown is externally (circle correct answer) (2 point) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: (3 point) b- The truss shown is internally (circle correct answer) (2 point) a) determinate and unstable b) indeterminate and stable c) determinate and stable d) indeterminate and unstable Reason: (3 point) - Place an "O" on members with zero force on...
Classify each of the structures shown in Figure 1 as statically determinate, statically indeterminate, stable or unstable. If indeterminate, specify the degree of indeterminacy. The supports or connections are to be assumed as stated. Pin Fixed Roller Pin Pin Pin Roller
Question 1. Classify each of the structures shown in Figure 1 as statically determinate, statically indeterminate, stable or unstable. If indeterminate, specify the degree of indeterminacy. The supports or connections are to be assumed as stated. (10 marks) Pin Fixed Roller Pin Pin (a) Pin Roller (b) Figure 1
Question 1. Classify each of the structures shown in Figure 1 as statically determinate, statically indeterminate, stable or unstable. If indeterminate, specify the degree of indeterminacy. The supports or connections are to be assumed as stated. (10 marks) Pored Roller Pin (a) Pin Roller (b)
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...
Problem 1 Determine whether the structures shown are stable and statically determinate. For those that are, determine the reactions and the internal forces. Use the method of joints. Clearly state the sign convention used. 110'10' 10' coilo | 3k 4k - Loi baik- 120 * *. 120) 20% 15% 125 15k 10k s 15k 10k s'
ignore pencil marks please help! Problem 2 (30%) for ABET outcome (1) and (2). Determine following structures shown below Check stability and determinacy • If indeterminate, specify the degree of indeterminacy • If the structure is either unstable and/or indeterminate, make it to a stable and determinate structure ? - Rigid Connection 230 stable, indeterminde to 1279 Rigid Connection habe 5 A vitable indeterminate to & 3 95 À TÀ . a stable, indeterminate to 776
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...
Problem 1 Analyze the truss structure (statically determinate) shown below. The diameter of the circular truss members is 4 cm. The material used has an elastic modulus E-160GPa 1. Calculate the forces in each truss member. 2. Calculate the horizontal and vertical displacements 1 KN of the truss nodes B and C Calculate the margin of safety. Note: Tension members can fail by stress failure and compression members can fail by stress failure or buckling. 3. 1.732 m 2 KN...
Problem 1 Analyze the truss structure (statically determinate) shown below. The diameter of the circular truss members is 4 cm. The material used has an elastic modulus E-160GPa 1. Calculate the forces in each truss member. 2. Calculate the horizontal and vertical displacements 1 KN of the truss nodes B and C Calculate the margin of safety. Note: Tension members can fail by stress failure and compression members can fail by stress failure or buckling. 3. 1.732 m 2 KN...