EQUILIBRATE SYSTEM UPGRADE Systems Design Review.

Slides:



Advertisements
Similar presentations
General Information Dimensions · Structure Width: ~ 197in. (16.4’), 99in. (8.2’)/car · Slope Angle: 5 degree · Structure Height (Front): 100in. + base.
Advertisements

2.2 STRUCTURAL ELEMENT BEAM
STEEL CUTTING CHARGES ACTION: Calculate and place steel cutting charges. CONDITONS: Given a 2 hour block of instruction, students handout, FM ,
Parts of typical slab formwork
Reinforced Concrete QTO Design Stage 1 Preconstruction Stage 2: Procurement Conceptual Planning Stage3: Construction Stage 4: Project Close-out.
ME 450 Group Adrian Conrad Chris Cook Thomas Hylton Nathan Wagers High Pressure Water Fixture Conceptual Design Analysis December 10, 2007.
Introduction to Beam Theory
Bending Moments A bending moment exists in a structural element when an external force is applied to the element so that the element bends (or wishes to.
Structural Collapse: Shoring
Eurocode 1: Actions on structures – Part 1–2: General actions – Actions on structures exposed to fire Part of the One Stop Shop program Annex B (informative)
Moving Armor Target (MAT) Track Jacob Feist Cleon Stanley Thomas Hutton Sladana Lazic 03/30/2006.
Designing for Stiffness
Constraint Based Modeling Geometric and Dimensional
Team Flying Sheep Engineering Analysis Mark Berkobin John Nevin John Nott Christian Yaeger Michelle Rivero.
337: Materials & Manufacturing Processes
Bridge Design Project Using SolidWorks and SolidWorks Simulation to design, test and build structures.
Structure Analysis of 6061-T651 Aluminum Bridge Team Blackboard Mechanical Engineering University of Rochester Team Blackboard Department of Mechanical.
Tagger and Vacuum Chamber Design. Outline. Design considerations. Stresses and deformations. Mechanical assembly.
Final Project1 3/19/2010 Isogrid Buckling With Varying Boundary Conditions Jeffrey Lavin RPI Masters Project.
DesignXplorer Parameter Manager Workshop 9. DesignXplorer Parameter Manager Workshop Supplement August 26, 2005 Inventory # WS9-2 Workshop 9 – Goals.
Home Work #7 Due Date:29 April, 2010 (Turn in your assignment at the mail box of S581 outside the ME general office) The solutions must be written on single-side.
Dune Buggy Suspension and Steering Design
Detailed Design Review Dresser- Rand : Rotor Cell Improvement Project Topics: Heat treat B & OS Capacity Determination.
Mast Design Proposal Presented by Doug Eddy and Dr. Sundar Krishnamurty at UMass Amherst for Hoppe Tool on 8/13/10.
Jerid Sutton Daniel Smith.  To prove an already employed analysis tool, improve it, or create new analysis tools for joints and fasteners. In doing this.
Electroencephalogram (EEG) Device Cart Advisor: Professor Block Client: Viasys Healthcare Peg Rickard & Art Kealy Joseph Cabelka - Team Leader Jennifer.
Old Main. Finalized Process Plans  Front Face Process Plan.
BSE 2294 Animal Structures and Environment
John Wloch Wind-Aid Preliminary Design Review 11 March 2008.
STRUT & TIE MODELS (S-T-M)
Chapter 29 Determining Simple Beams. 2 Links for Chapter 29 Loads & Supports Properties of Lumber Beam Design Related Web Sites.
INTRODUCTION ADJUSTABLE MECHANICAL STILTS INTRO PROBLEM DESIGN TESTING
IMPACT Phase II – 9/13/00 Activity Report Slide 1/20 University of Louisville IMPACT Architecture Team Glen Prater, Jr., Associate Professor Ellen G. Brehob,
Date Roadway Designer Resurfacing Restoration and Rehabilitation Kevin Jackson, Technical Director, TLI Bentley Systems, Inc.
LAT-TD GLAST LAT Project 1x4 Grid Lift Fixture Weld Analysis September 19, 2003 Youssef Ismail.
Rotor Cell Productivity Improvement Dresser-Rand Olean, NY January 18, 2013.
1 Jim Thomas - LBL New Pad Plane Design Proposal & Specifications Jim Thomas, John Hammond, Bob Scheetz, Jon Wirth, etc., etc., and a cast of thousands.
Case Studies Chapter 1 Design using Carbon Nanotubes.
Sag of ZTF components Callahan 9/4/2014. Corrector Trim Plate analysis.
Structural Drafting Connection Details and Gages.
Dmitry Gudkov BE-RF-PM CLIC Module Working Group Engineering design of the adjustable supporting system for DBQ.
P13458: Dresser-Rand Compressor Assembly Line Team Members: Lauren Kraft –Project Manager, Nick Feng – IE Cole Bowden – ME, Shawn Moseley – ME Jordon Boggs.
MAST STORAGE RACK Philip Crist Max Carpenter Sean Ellis Gershom Obeng.
We have to fix the design of the flanges on the 1 st horn frame to which the target support beams are attached.
TVAC Trolley Design Review1 GLAST LAT Project8 September 2005 TVAC Trolley Design Status Review 8 September 2005 TVAC Trolley Design Status Review 8 September.
Composite Construction
Sam Krueger.  Entertainment Center  Preliminary design  Initial  36 plies, glass epoxy  [0 11 /±45 1 /90 5 ] s  No core  Modified design  36 plies,
Side view of generator. Close up of unused grounding pad - gives provisions for mounting the absorber.
Lecture 2: Ship structural components
1 Using FE to simulate the effect of tolerance on part deformation By I A Manarvi & N P Juster University of Strathclyde Department of Design Manufacture.
Triaxial State of Stress at any Critical Point in a Loaded Body
Engineering Analysis October 23, 2006 Team Moondogs Chris Culver Rahul Kirtikar Elias Krauklis Christopher Sampson Michael Widerquist.
Team INASAD Members: Jose Medina Joseph Leone Andrew Merk Alex Sanders Michael Fox.
1 The Effect of Seal Width & Material Stiffness on Peel Strength (F88 Technique C) Dan Burgess 28 Oct, 2015.
ME 160 Introduction to Finite Element Method-Spring 2016 Topics for Term Projects by Teams of 2 Students Instructor: Tai-Ran Hsu, Professor, Dept. of Mechanical.
Baby Mind C OIL DESIGN AND ASSEMBLY SCENARIOS Helder Silva Phillipe Benoit Alexey Dudarev Gabriela Rolando Herman ten Kate Etam Messomo Laurent Nicola.
Eric McDonald Drew Krutak Jeremy Hanneman. Our objective was to design and fabricate a High-Speed Treadmill that is capable of measuring the horizontal.
STABILIZER SYSTEM Sponsor: Dr. Peyman Honarmandi SLAP Tech Andre Kerr, Pinhao Liang, Gabriel Pena, Shripal Shah 1.
Summary of Platform and Hilman Rollers Deformation Studies John Amann ILC Mechanical Engineering 7/11/07.
3D Technologies for the Web
ELECTRONIC ASSEMBLIES AND SOLDERING TECHNIQUE –PART II
End of Line “Pass Through” Conveyor
Autocharging norm № i/o Name of gds Thickness (mm) Density of plate
Cymbal Stand Surface Mount Hinge Light Rail Structure Bracket
Equilibrate System upgrade
Structural Member Properties
Eurocode 1: Actions on structures –
Team Members: Sagar Sheth Leonardo Silva Stephen Bennice
Understanding Variable-Geometry Outriggers
Transverse Shear Objective:
Presentation transcript:

EQUILIBRATE SYSTEM UPGRADE Systems Design Review

Group Members  David Lahn: Project Manager/Camera Structure Design  Sado Borcilo: Camera Structure Design  Diana Rodriguez: Foot Plate Track Design  Natalie Ferrari: Foot Plate Analysis and Design

1. Customer Needs Review 2. Separate into Components 3. Concept Proposals 4. System Concept Proposal 5. Set Target Specifications 6. Proposed Schedule Systems Design Review Agenda

Function Decomposition

1. Foot Plate Analysis and Design 2. Foot Plate Track Design 3. Camera Structure Design Upgrades to Improve System

Criteria Current Design Proposed Designs Compilation Foot Plate Analysis and Design

Foot Plate Criteria Function: 1. Support weight of subject a lbs (500 lbs per plate) 2. Maintain similar performance to current a. Deflection b. Maximum Stress

Boundary Conditions and Force Top Bottom ” diameter 0.75 from top 0.75 from side

Current Foot Plate Boundary Conditions: UY = 0 in 3 corners, UX, UY, UZ = 0 in 1 corner Force: -125 lbs in 4 locations around center point Max deflection: in Max stress: 3629 psi Footprint Dimensions: in x 7.95 in Thickness: in Density of 6061-T6: lb/in^3 Weight = 4.35 lbs Maximum Stress = 7,316 psi Maximum Deflection = in

Foot Plate Designs Possible Design Change Avenues: 1. Thickness a. Aluminum b. Reduce to 0.25” from 0.375” 2. Material a. Steel Alloy b. Use thickness of 0.125” 3. Geometry a. Drill out Hole Pattern b. Mill out Material (through 0.25”) c. Mill out Material (through all)

Change Thickness Footprint Dimensions: in x 7.95 in Thickness: 0.25 in Density of 6061-T6: lb/in^3 Weight = 2.90 lbs Maximum Stress = 15,861 psi Maximum Deflection = in

Change Material: ASTM A36 Steel Footprint Dimensions: in x 7.95 in Thickness: in Density of ASTM A36: 0.28 lb/in^3 Weight = 4.21 lbs Maximum Stress = 60,327 psi Maximum Deflection = in

Change Geometry: Drill out Holes Footprint Dimensions: in x 7.95 in Thickness: in Density of 6061-T6: lb/in^3 Weight = 4.15 lbs Maximum Stress = 8,377psi Maximum Deflection = in

Change Geometry: Mill out Material (Through 0.25”) Footprint Dimensions: in x 7.95 in Thickness: in Density of 6061-T6: lb/in^3 Weight = 2.68 lbs Maximum Stress = 14,358psi Maximum Deflection = in

Change Geometry: Mill out Material (Through All) Footprint Dimensions: in x 7.95 in Thickness: in Density of 6061-T6: lb/in^3 Weight = 1.85 lbs Maximum Stress = 24,305psi Maximum Deflection = in

Analysis Comparison Moving Forward: 1. Optimize drill and mill designs, determine best configuration 2. Source pricing for each method 3. Make final decision on plate design

Required Functions Enable West/East (W/E) Adjustment of Foot Plates. Allow User to Access Foot Plates Maintain Alignment of Foot Plates Proposed Concept Foot Plate Track Design

Proposed Design  Allow W/E Adjustment UnextendedFully Extended Note: Movement is limited by width of foot plate. W/E track is perpendicular to the North/South (N/S) track. W/E track enters side of foot plate base at height to allow base to sit on the ground to protect against vertical bending. W/E movement is limited by width of foot plate base. Two W/E tracks are used to protect against horizontally. Will probably add less than 1 pound of additional weight.

Split into required functions Maintain Camera Orientation Maintain Orientation Layouts Maintain and adjust Camera Height Camera structure portability Maintain Camera Stability Camera Structure Selected Concepts Compilation Camera Structure Design

Maintain Camera Orientation  Function:  Maintain Camera X and Y position from the footpad across multiple set ups.  Priorities: minimize human error, weight.

Maintain Orientation Layouts  Function: Maintain proper camera locations  Priorities: minimize material (weight), aesthetics

Maintain and Adjust Camera Height  Function:  Maintain and adjust Camera Z position  Priorities: minimize human error, weight.

Camera Structure Portability  Function:  Allow for structure portability  Must disassemble into 61” x 48”x 8” carrying case  Priorities: minimize human error, weight.

Maintain Camera Stability  Function:  Allow for Camera Stability  Priorities: Minimize Camera Movement, Minimize weight

Solidworks Model

Comparison of Proposed vs. current

Specifications Setting Discussion

1/20 Design Review 1/23 Concept Selection 1/27 System Design Completion 2/3 Material Sourcing Completion 2/17 Detailed Design Completion Proposed Schedule

Discussion/Questions?