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Assuming to have an input file describing a generic assemblage of beams in, e.g., the following form: Element number I Node i I Node j I Elem. Area I Elem Inertia I EI LIO E1 L1 01 E2 L2 1 1 A1 11 2 1 3 A2 12 02 3 3 4 АЗ 13 E3 L3 03 N k AN IN EN LN ON and Node num I Nodal Displ u I Nodal Displ v I Nodal rot ¢ | BC Fx |BC Fy | BC M | 1 1 1 F1y 2 1 1 F2x 1 M2 3 1 1 1 M3 1 1 1 FNx FNy MN * 1 -> unknown write a code in your preferred computer language or environment (e.g. Matlab, Fortran, C, Python) to: a) Compute the Global Stiffness Matrix of the problem b) Compute the Reduced Stiffness Matrix of the problem c) Solve for the unknown displacements d) Solve for unknown reactions

Assuming to have an input file describing a generic assemblage of beams in, e.g., the following form: Element number I Node i I Node j I Elem. Area I Elem Inertia I EI LIO E1 L1 01 E2 L2 1 1 A1 11 2 1 3 A2 12 02 3 3 4 АЗ 13 E3 L3 03 N k AN IN EN LN ON and Node num I Nodal Displ u I Nodal Displ v I Nodal rot ¢ | BC Fx |BC Fy | BC M | 1 1 1 F1y 2 1 1 F2x 1 M2 3 1 1 1 M3 1 1 1 FNx FNy MN * 1 -> unknown write a code in your preferred computer language or environment (e.g. Matlab, Fortran, C, Python) to: a) Compute the Global Stiffness Matrix of the problem b) Compute the Reduced Stiffness Matrix of the problem c) Solve for the unknown displacements d) Solve for unknown reactions

Computer Networking: A Top-Down Approach (7th Edition)
Computer Networking: A Top-Down Approach (7th Edition)
7th Edition
ISBN:9780133594140
Author:James Kurose, Keith Ross
Publisher:James Kurose, Keith Ross
Chapter1: Computer Networks And The Internet
Section: Chapter Questions
Problem R1RQ: What is the difference between a host and an end system? List several different types of end...
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Assuming to have an input file describing a generic assemblage of beams in, e.g., the following form: Element number I Node i I Node j Elem. Area I Elem Inertia IEILIO 1 1 A1 E1 L1 01 2 1 A2 12 E2 L2 02 3 3 4 АЗ 13 E3 L3 ӨЗ N k AN IN EN LN ON and Node num I Nodal Displ u I Nodal Displ v I Nodal rot O | BC Fx | BC Fy | BC M | 1 1 1 F1y 1 2 1 1 F2x 1 M2 3 1 1 M3 N 1 1 1 FNx FNy MN * 1-> unknown write a code in your preferred computer language or environment (e.g. Matlab, Fortran, C, Python) to: a) Compute the Global Stiffness Matrix of the problem b) Compute the Reduced Stiffness Matrix of the problem c) Solve for the unknown displacements d) Solve for unknown reactions
Transcribed Image Text:Assuming to have an input file describing a generic assemblage of beams in, e.g., the following form: Element number I Node i I Node j Elem. Area I Elem Inertia IEILIO 1 1 A1 E1 L1 01 2 1 A2 12 E2 L2 02 3 3 4 АЗ 13 E3 L3 ӨЗ N k AN IN EN LN ON and Node num I Nodal Displ u I Nodal Displ v I Nodal rot O | BC Fx | BC Fy | BC M | 1 1 1 F1y 1 2 1 1 F2x 1 M2 3 1 1 M3 N 1 1 1 FNx FNy MN * 1-> unknown write a code in your preferred computer language or environment (e.g. Matlab, Fortran, C, Python) to: a) Compute the Global Stiffness Matrix of the problem b) Compute the Reduced Stiffness Matrix of the problem c) Solve for the unknown displacements d) Solve for unknown reactions
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