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Problem 2: For the beam shown in below figure, determine the nodal displacements and slopes, the...
Problem 4, (20%) For the case shown determine the displacements and the slopes at the nodes,...
Problem 4, (20%) For the case shown determine the displacements and the slopes at the nodes, the forces in each element, and the reactions. Also, draw the shear force and bending moment diagrams. 24 KN 4 m 4 m E = 70 GPa 1 = 2 x 10-4 m > k = 200 kN/m
structural analysis Figure Q() Question 2 For the bar assemblages shown in Figure Q(2), determine the nodal displacements, the forces in each element and the reactions. Use the direct stiffness me...
structural analysis
Figure Q() Question 2 For the bar assemblages shown in Figure Q(2), determine the nodal displacements, the forces in each element and the reactions. Use the direct stiffness method (25 marks) 35 kN E-210 GPa 2 A4 x 10m2 1 m im
Figure Q() Question 2 For the bar assemblages shown in Figure Q(2), determine the nodal displacements, the forces in each element and the reactions. Use the direct stiffness method (25 marks) 35 kN E-210 GPa 2...
Problem 2: a. For the plane truss shown in Figure 2, determine the nodal displacements, the element forces and stresses, and the support reactions. All elements have E-70 GPa and A-25 cm 100 k...
Problem 2: a. For the plane truss shown in Figure 2, determine the nodal displacements, the element forces and stresses, and the support reactions. All elements have E-70 GPa and A-25 cm 100 kN 50 kN 50 kN 4 4 6 Figure 2. Plane Truss
Problem 2: a. For the plane truss shown in Figure 2, determine the nodal displacements, the element forces and stresses, and the support reactions. All elements have E-70 GPa and A-25 cm 100 kN 50...
problem 5-10 For the rigid frames shown in Figure, determine the displacements and rotations of the nodes the element forces, and the reactions. The values of E, A, and /to be used are listed next to...
problem 5-10
For the rigid frames shown in Figure, determine the displacements and rotations of the nodes the element forces, and the reactions. The values of E, A, and /to be used are listed next to each figure. 10 KN E 210 GPa A x 10-2m 2 x 10-m O kN- m 10 kN Tm 5 kN m 45°
For the rigid frames shown in Figure, determine the displacements and rotations of the nodes the element forces, and the reactions....
For the beam shown in below, determine the displacements and rotations at the nodes, the forces in each element, and reactions. Also, draw the shear force and bending moment diagrams 10 kN 2 E210 GPa...
For the beam shown in below, determine the displacements and rotations at the nodes, the forces in each element, and reactions. Also, draw the shear force and bending moment diagrams 10 kN 2 E210 GPa .20 kN m
For the beam shown in below, determine the displacements and rotations at the nodes, the forces in each element, and reactions. Also, draw the shear force and bending moment diagrams 10 kN 2 E210 GPa .20 kN m
Determine the nodal displacements and find the reaction forces using the finite element method. Correct Answer:...
Determine the nodal displacements and find the reaction forces
using the finite element method.
Correct Answer:
1 m 1000 kN - Determine displacements and reactions E = 210 GPa 1 for 1 and 2 A=6x10-4 m| E = 210 GPa 1 m →X A=672x10-4 m2 for 3 d2x = 11.91x10-m; dăx = 5.613x10-'m . Fix =-500kN; F1, =-500kN; F2y = 0; F;, = 707 kN
For the bar assemblage shown Data: in the figure, determine the nodal displacements, the E=nx10" Pa...
For the bar assemblage shown Data: in the figure, determine the nodal displacements, the E=nx10" Pa forces in each element, the L; =nx 500mm A=nx10-m? 13 reactions and the stresses L =nx 500mm F =nx10*N L = n x 250mm F2 = 2.5x F, F2 12 L
3.24 Determine the nodal displacements and the element forces for the truss shown in Figure P3-24. Assume all elements have the same AE 4 15 m 4 2 20 m Figure P3-24 3.24 Determine the nodal...
3.24 Determine the nodal displacements and the element forces for the truss shown in Figure P3-24. Assume all elements have the same AE 4 15 m 4 2 20 m Figure P3-24
3.24 Determine the nodal displacements and the element forces for the truss shown in Figure P3-24. Assume all elements have the same AE
4 15 m 4 2 20 m Figure P3-24
For the rigid frame shown in figures, determine (1) the nodal displacements and rotations of the...
For the rigid frame shown in figures, determine (1) the nodal displacements and rotations of the nodes, (2) the reactions, and (3) the forces in each element. 20 ft 5000 30x 10p A-10 in 200 in (for elements 1 2 and 3) 20 ft 0 1 in 4-2 in
2. For the spring assemblages shown in Figures 2a through 2e, determine the nodal displacements, the...
2. For the spring assemblages shown in Figures 2a through 2e, determine the nodal displacements, the forces in each element, and the reactions. k = 3000 lb/in. k =3000 lb/in. k = 3000 lb/in. 2000 lb 1000 lb 4 Figure 2a. k= 500 lb/in. a 3000 lb/in. 2000 lb V 4 Rigid bar_ k =500 lb/in. Figure 2b.
Problem 4, (20%) For the case shown determine the displacements and the slopes at the nodes, the forces in each element, and the reactions. Also, draw the shear force and bending moment diagrams. 24 KN 4 m 4 m E = 70 GPa 1 = 2 x 10-4 m > k = 200 kN/m
structural analysis
Figure Q() Question 2 For the bar assemblages shown in Figure Q(2), determine the nodal displacements, the forces in each element and the reactions. Use the direct stiffness method (25 marks) 35 kN E-210 GPa 2 A4 x 10m2 1 m im
Figure Q() Question 2 For the bar assemblages shown in Figure Q(2), determine the nodal displacements, the forces in each element and the reactions. Use the direct stiffness method (25 marks) 35 kN E-210 GPa 2...
Problem 2: a. For the plane truss shown in Figure 2, determine the nodal displacements, the element forces and stresses, and the support reactions. All elements have E-70 GPa and A-25 cm 100 kN 50 kN 50 kN 4 4 6 Figure 2. Plane Truss
Problem 2: a. For the plane truss shown in Figure 2, determine the nodal displacements, the element forces and stresses, and the support reactions. All elements have E-70 GPa and A-25 cm 100 kN 50...
problem 5-10
For the rigid frames shown in Figure, determine the displacements and rotations of the nodes the element forces, and the reactions. The values of E, A, and /to be used are listed next to each figure. 10 KN E 210 GPa A x 10-2m 2 x 10-m O kN- m 10 kN Tm 5 kN m 45°
For the rigid frames shown in Figure, determine the displacements and rotations of the nodes the element forces, and the reactions....
For the beam shown in below, determine the displacements and rotations at the nodes, the forces in each element, and reactions. Also, draw the shear force and bending moment diagrams 10 kN 2 E210 GPa .20 kN m
For the beam shown in below, determine the displacements and rotations at the nodes, the forces in each element, and reactions. Also, draw the shear force and bending moment diagrams 10 kN 2 E210 GPa .20 kN m
Determine the nodal displacements and find the reaction forces
using the finite element method.
Correct Answer:
1 m 1000 kN - Determine displacements and reactions E = 210 GPa 1 for 1 and 2 A=6x10-4 m| E = 210 GPa 1 m →X A=672x10-4 m2 for 3 d2x = 11.91x10-m; dăx = 5.613x10-'m . Fix =-500kN; F1, =-500kN; F2y = 0; F;, = 707 kN
For the bar assemblage shown Data: in the figure, determine the nodal displacements, the E=nx10" Pa forces in each element, the L; =nx 500mm A=nx10-m? 13 reactions and the stresses L =nx 500mm F =nx10*N L = n x 250mm F2 = 2.5x F, F2 12 L
3.24 Determine the nodal displacements and the element forces for the truss shown in Figure P3-24. Assume all elements have the same AE 4 15 m 4 2 20 m Figure P3-24
3.24 Determine the nodal displacements and the element forces for the truss shown in Figure P3-24. Assume all elements have the same AE
4 15 m 4 2 20 m Figure P3-24
For the rigid frame shown in figures, determine (1) the nodal displacements and rotations of the nodes, (2) the reactions, and (3) the forces in each element. 20 ft 5000 30x 10p A-10 in 200 in (for elements 1 2 and 3) 20 ft 0 1 in 4-2 in
2. For the spring assemblages shown in Figures 2a through 2e, determine the nodal displacements, the forces in each element, and the reactions. k = 3000 lb/in. k =3000 lb/in. k = 3000 lb/in. 2000 lb 1000 lb 4 Figure 2a. k= 500 lb/in. a 3000 lb/in. 2000 lb V 4 Rigid bar_ k =500 lb/in. Figure 2b.
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