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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...
For the rigid frames shown in Figures P5-5 through P5-15, determine the displace- ments and rotations...
For the rigid frames shown in Figures P5-5 through P5-15, determine the displace- ments and rotations of the nodes, the clement forces, and the reactions. The values of E. A, and I to be used are listed next to each figure. 25 kN/m In 4.5 m E= 210 GPa 450 1-8 x 10 m
rigid frames
For the rigid frames shown in Figures P5–5 through P5–15, determine the displacements and rotations of the nodes, the element forces, and the reactions. The values of E;A, and I to be used are listed next to each figure.
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
f(2x)=? f(?x)2= ? m(?)2 =? 5.14 For the rigid frame shown in Figure P5-14, determine the...
f(2x)=? f(?x)2= ? m(?)2 =?
5.14 For the rigid frame shown in Figure P5-14, determine the displacements and rotations of the nodes, the element forces, and the reactions. Use the values of E, A, and I listed in the Figure. © 15 10 E = 30 x 10 Asin
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...
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
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
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 2: For the beam shown in below figure, determine the nodal displacements and slopes, the...
Problem 2: For the beam shown in below figure, determine the nodal displacements and slopes, the forces in each element, and the reactions. 4 kN/ Im E 70 GPa 13 x 10-4 m4 4 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 rigid frames shown in Figures P5-5 through P5-15, determine the displace- ments and rotations of the nodes, the clement forces, and the reactions. The values of E. A, and I to be used are listed next to each figure. 25 kN/m In 4.5 m E= 210 GPa 450 1-8 x 10 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
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
f(2x)=? f(?x)2= ? m(?)2 =?
5.14 For the rigid frame shown in Figure P5-14, determine the displacements and rotations of the nodes, the element forces, and the reactions. Use the values of E, A, and I listed in the Figure. © 15 10 E = 30 x 10 Asin
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...
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
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
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 2: For the beam shown in below figure, determine the nodal displacements and slopes, the forces in each element, and the reactions. 4 kN/ Im E 70 GPa 13 x 10-4 m4 4 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
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