Homework Answers
The structure can best be discribed as statically determinate becauce it is in static equilibrium and we can apply classical laws to the system to determine various physical quantities.
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The structure above can best be described as: a) Improperly Constrained b) Statically Determinate c) Statically...
15-The structure shown below is A. Statically determinate B. Statically indeterminate C. Partially constrained D. Improperly...
15-The structure shown below is A. Statically determinate B. Statically indeterminate C. Partially constrained D. Improperly constrained С D A В
Problem 9. Eight identical rectangular plates each weighting W 3.2 kN are held in a vertical plane as shown. All supports consist of frictionless pins, rollers, or short links. In each case, draw in...
Problem 9. Eight identical rectangular plates each weighting W 3.2 kN are held in a vertical plane as shown. All supports consist of frictionless pins, rollers, or short links. In each case, draw in the reactions of the supports, and indicate by circling the appropriate choices below whether the plate is completely, partially, or improperly constrained, whether the reactions are statically determinate or indeterminate, and whether the system is in or out of equilibrium under the given loading conditions. (a)...
Problem I Classify each of the following hinged structures as unstable, statically determinate or statically indete...
Problem I Classify each of the following hinged structures as unstable, statically determinate or statically indeterminate. If statically indeterminate, specify the degree of indeterminacy a) b) d)
2-15. Classify cach of the structures as statically determinate, statically indeterminate, or unstable. I indeterminate, specify...
2-15. Classify cach of the structures as statically determinate, statically indeterminate, or unstable. I indeterminate, specify the degree of indeterminacy (a) (b) (c) Prob. 2-15
Question IV: Classify the structures shown below in figures (a), (b), and (c), as statically determinate,...
Question IV: Classify the structures shown below in figures (a), (b), and (c), as statically determinate, indeterminate, or mechanism (use the equations and/or member arrangements, as I shown on the online class, for necessary / sufficient conditions to determine). All connections are pin-joints. (a) The middle two diagonal members are not touching each other. (b) (c)
Problem 1 Analyze the truss structure (statically determinate) shown below. The diameter of the c...
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 c...
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...
CAN SOMEONE DO IT ON C AND D because need understanding (hope you can explain it...
CAN SOMEONE DO IT ON C AND D because need
understanding (hope you can explain it well)
By using appropriate examples, apply your knowledge in solid mechanics to explain about a. Statically indeterminate axially loaded member b. Statically indeterminate torsional member. C Statically determinate bent member d. Statically determinate shear loaded member Your explanation must contain related description, equation, and figure.
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...
15-The structure shown below is A. Statically determinate B. Statically indeterminate C. Partially constrained D. Improperly constrained С D A В
Problem 9. Eight identical rectangular plates each weighting W 3.2 kN are held in a vertical plane as shown. All supports consist of frictionless pins, rollers, or short links. In each case, draw in the reactions of the supports, and indicate by circling the appropriate choices below whether the plate is completely, partially, or improperly constrained, whether the reactions are statically determinate or indeterminate, and whether the system is in or out of equilibrium under the given loading conditions. (a)...
Problem I Classify each of the following hinged structures as unstable, statically determinate or statically indeterminate. If statically indeterminate, specify the degree of indeterminacy a) b) d)
2-15. Classify cach of the structures as statically determinate, statically indeterminate, or unstable. I indeterminate, specify the degree of indeterminacy (a) (b) (c) Prob. 2-15
Question IV: Classify the structures shown below in figures (a), (b), and (c), as statically determinate, indeterminate, or mechanism (use the equations and/or member arrangements, as I shown on the online class, for necessary / sufficient conditions to determine). All connections are pin-joints. (a) The middle two diagonal members are not touching each other. (b) (c)
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...
CAN SOMEONE DO IT ON C AND D because need
understanding (hope you can explain it well)
By using appropriate examples, apply your knowledge in solid mechanics to explain about a. Statically indeterminate axially loaded member b. Statically indeterminate torsional member. C Statically determinate bent member d. Statically determinate shear loaded member Your explanation must contain related description, equation, and figure.
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...
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