ENGINEERING DESIGN PROCESS
ENGINEERING DESIGN PROCESS
3rd Edition
ISBN: 9781305253285
Author: HAIK
Publisher: CENGAGE L
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Chapter 6.11, Problem 11P

Generate a function tree for a coin-sorting device.

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On EXCEL VBA, please post code that solves for the following silver-meal heuristic problem:   Holding cost is $.25, setup cost is $200 and demand is (200, 220, 240, 260, 280, 300)   Please output the timing and quantities of planned order releases
4. Four manufacturing cells are served by an automatic guided vehicle (AGV) on a linear bidirectional track, as show below. The flow-between information is given in the table below. Develop an improved layout using the pairwise exchange method. Assume that the pickup/delivery stations are located along the AGV track at the midpoint of the cell edge and equal unitary cost for every move between cells. You must perform only the following exchanges per iteration: Iteration 1 AB, BC, & CD دانا * B C D Iteration 2 AB & BD - You must show the associated score for every layout evaluated. Indicate if after these two iterations iteration is required to continue exploring a better solution. 60-100- A B C D 21 11 10 4 13 27 30 -120- ¡¡A: C 220 ANSWER: The recommended layout is: 507 with a cost of Z= D AGV track Unit: ft
INSTRUCTIONS: Solve the following problem by manually applying the finite element method, following these steps: Pre-processing: Geometry identification. Material properties identification. Load identification. Boundary condition identification. Development of the connectivity matrix for nodes and elements. Processing: Calculation of local stiffness matrices. Assembly of the global stiffness matrix. Assembly of the global force matrix (if required). Application of boundary conditions. Resolution of the system of equations. Derivation of the complete displacement vector (u). Post-processing: Reaction forces calculation. Stress analysis. Problem Statement: the truss nodes and elements (in parentheses) are already numbered. The areas (are in cm^2 ) are underlined. members are made of structural steel, modulus of elasticity is (E) of 20×10^6 N/cm^2 . the lengths are given in cm.
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