Structures PDR 1 Team Boiler Xpress Oneeb Bhutta Matthew Basiletti Ryan Beech Micheal VanMeter October 12, 2000.

Slides:



Advertisements
Similar presentations
T6. DESIGN OF REINFORCED CONCRETE BEAM Reinforced concrete framed building T6. Design of reinforced concrete beam page 1. Alaprajz Floor plan Beam: linear.
Advertisements

Beams Extremely common structural element
AAE 451 Aircraft Design Aerodynamic Preliminary Design Review #2 Team Members Oneeb Bhutta, Matthew Basiletti, Ryan Beech, Mike Van Meter.
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.
Wall Form Design Example (Continued)
DR2 Aerodynamic PDR II Aerodynamic Preliminary Design Review II “The 20 Hour Marathon” October 19, 2000 Presented By: Loren Garrison Team DR2 Chris Curtis.
SAE AERO Chase Beatty (Team Leader) Brian Martinez (Organizer) Mohammed Ramadan (Financial Officer) Noe Caro (Historian) Brian Martinez.
Chase Beatty (Team Leader) Brian Martinez (Organizer) Mohammed Ramadan (Financial Officer) Noe Caro (Historian) SAE AERO Chase Beatty.
1 Structures QDR1 Ashley Brawner Neelam Datta Xing Huang Jesse Jones Team 2: Balsa to the Wall Matt Negilski Mike Palumbo Chris Selby Tara Trafton.
Project Presentation Boiler Xpress December 5, 2000 Team Members Oneeb Bhutta Matthew Basiletti Ryan Beech Micheal Van Meter AAE 451 Aircraft Design.
AAE 451 Aircraft Design Aerodynamic Preliminary Design Review #1
AME 441: Conceptual Design Presentation
D & C PDR #1 AAE451 – Team 3 November 4, 2003
Click to edit Master title style Click to edit Master text styles Second level Third level Fourth level Fifth level 1.
Structures and stress BaDI 1.
March 3, Structures and Weights 2 PDR Michael Caldwell Jeff Haddin Asif Hossain James Kobyra John McKinnis Kathleen Mondino Andrew Rodenbeck Jason.
Propulsion QDR #2 AAE451 – Team 3 November 20, 2003 Brian Chesko Brian Hronchek Ted Light Doug Mousseau Brent Robbins Emil Tchilian.
November 12, 2003QDR1 Team 5 Structures and Weights QDR #2 Scott Bird Mike Downes Kelby Haase Grant Hile Cyrus Sigari Sarah Umberger Jen Watson.
Dane BatemaBenoit Blier Drew Capps Patricia Roman Kyle Ryan Audrey Serra John TapeeCarlos Vergara Team 1: Structures 1 PDR Team “Canard” October 12th,
Rear spar for control surface hinges Styrene foam wing core Balsa spars carry bending load 0.25 in x 0.25 in T.E. Reinforcement Materials Employed: Balsa:
Over view Landing Gear Landing Gear Weight Determination Weight Determination Geometric Layout of Wing Structure Geometric Layout of Wing Structure Analysis.
DR2 Structures PDR Structures and Weight Preliminary Design Review October 5, 2000 Presented By: Jeff Rodrian & Chris Curtis Team DR2 Loren Garrison Chris.
Propulsion PDR 2 Team Boiler Xpress Michael VanMeter Oneeb Bhutta Matthew Basiletti Ryan Beech October 17, 2000.
Team 5 Structures PDR Presented By: Ross May James Roesch Charles Stangle.
Structural Design. Introduction It is necessary to evaluate the structural reliability of a proposed design to ensure that the product will perform adequately.
CLARKSON UNIVERSITY Department of Mechanical and Aeronautical Engineering Introduction to AIRCRAFT STRUCTURES Ratan Jha (CAMP 364, ,
Minimum Weight Wing Design for a Utility Type Aircraft MIDDLE EAST TECHNICAL UNIVERSITY AE 462 – Aerospace Structures Design DESIGN TEAM : Osman Erdem.
1 AE 440 Structures Discipline Lecture 6 Eric Loth For AE 440 A/C Lecture.
Structural Member Properties Moment of Inertia (I) is a mathematical property of a cross section (measured in inches 4 ) that gives important information.
SAE Aero Design ® East 2005 University of Cincinnati AeroCats Team #039 SAE Aero Design ® East 2005 University of Cincinnati AeroCats Team #039 Design.
BSE 2294 Animal Structures and Environment
Design Example The 10” TH. wall system shown in the figure below is to be checked for a service gravity load of 3 Kips/ft and a lateral load of 25 Kips,
SAE AERO Chase Beatty (Team Leader) Brian Martinez (Organizer) Mohammed Ramadan (Financial Officer) Noe Caro (Historian) Chase Beatty.
Chapter 29 Determining Simple Beams. 2 Links for Chapter 29 Loads & Supports Properties of Lumber Beam Design Related Web Sites.
Team “Canard” September 19th, 2006
The Lumberjacks Team /16/12 Brian Martinez.
Group 10 Dimitrios Arnaoutis Alessandro Cuomo Gustavo Krupa Jordan Taligoski David Williams 1.
HALE UAV Preliminary Design AERSP 402B Spring 2014 Team: NSFW Nisherag GandhiThomas Gempp Doug RohrbaughGregory Snyder Steve StanekVictor Thomas SAURON.
Project Plan Review Boiler Xpress Oneeb Bhutta Ryan Beech Matt Basiletti Mike VanMeter.
Ashley Brawner Neelam Datta Xing Huang Jesse Jones
AAE 451 Aircraft Design First Flight Boiler Xpress November 21, 2000
Final Design Team 6 December 2 nd, UAV Team Specializations David Neira – Power & Propulsion Josiah Shearon – Materials Selection & Fabrication.
December 1, 2003PDR1 Team 5 Structures and Weights PDR #2 Scott Bird Mike Downes Kelby Haase Grant Hile Cyrus Sigari Sarah Umberger Jen Watson.
DR2 Aerodynamic PDR Aerodynamic Preliminary Design Review October 3, 2000 German National Holiday Presented By: Loren Garrison Team DR2 Chris Curtis Chris.
Beam Design Beams are designed to safely support the design loads.
Patrick Dempsey Bridget Fitzpatrick Heather Garber Keith Hout Jong Soo Mok Structures Preliminary Design Review #1 October 12, 2000.
Material Properties and Forces. Centroid Principles Object’s center of gravity or center of mass. Graphically labeled as.
6.01 Aircraft Design and Construction References: FTGU pages 9-14, 27
STRUCTURES & WEIGHTS PDR 1
Team 3 Structures and Weights PDR 2
SAE Aero 2017 Midterm Presentation Joe Zongolowicz, Nick Montana, Frank Dixon, Kevin Scheventer, Kathy Hansen, Marquis Ward, Gerald Short, Zhangsiwen Xiao,
SAE Aero 2017 Status Update Joe Zongolowicz, Thomas Houck, Kathy Hansen, Gerald Short, Marquis Ward, Zhangsiwen Xiao, Coleman Gordon, Kevin Scheventer,
Team “Canard” September 28th, 2006
Structures and Weights
Structures PDR #2 AAE451 – Team 3 December 2, 2003
contents Design of beams (week 11,12,13), (10,17,24 Nov.)
Structures and Weights 1 QDR
Cymbal Stand Surface Mount Hinge Light Rail Structure Bracket
CRITICAL DESIGN REVIEW
STRUCTURES & WEIGHTS PDR 2
Revision for Mechanics of Materials
Structures and Weights Preliminary Design Review
Structures Overview Material Properties Structures Construction
Material Properties and Forces
Team “Canard” September 19th, 2006
Structures QDR #2 AAE451 – Team 3 November 13, 2003
Team 5 Structures and Weights QDR #1
Structures and Weights 1 QDR
Structures PDR #1 AAE451 – Team 3 October 28, 2003
STRUCTURES & WEIGHTS QDR 1
Presentation transcript:

Structures PDR 1 Team Boiler Xpress Oneeb Bhutta Matthew Basiletti Ryan Beech Micheal VanMeter October 12, 2000

Topics of Discussion  Aircraft Weight  Wing Weight Estimation  Structural Material Properties  Wing, fuselage, pods  Wing layout  Spars  Load Analysis  Theoretical Model  Maximum Bending Moment and Deflections and Diagrams  Test of Actual Wing

Topics of Discussion  Weight Estimation  Center of Gravity  Parts Location  Landing gear system

Aircraft Weight

Wing Weight Estimation

Structural Materials: Wing Balsa Light weight/very strong in compression and tension with the grain Density = 11lb/ft 3 E= 625 ksi Yield Stress = 1725 psi (Actual Test Result; Whiskey Tango Team, Spring 1999) Styrene Foam Easily worked with hotwire or cutting tools Gives true airfoil shape Works well in compression when load is well distributed-serves as shear member Not strong enough for bending loads Density = 1.42 lb/ft 3

Fiberglass Good for complex shapes Strong Skills needed 3 layers of 1.5 oz cloth with resin = 9 oz/sq. yd. Carbon Fiber Booms Light weight & Strong Structural Materials: Fuselage and Pods

Wing Spar Box Structure Rear spar for control surface hinges Styrene wing core Balsa spars carry bending load in x 0.25 in L.E. Reinforcement Assumptions: Box beam (ease of analysis) Moment of Inertia (Stringers) Spars carry loads & positioned at max camber

Analysis of Loads Model as cosine lift distribution Structural weights distributed along span Method of Analysis (Theoretical Model)

Bending Moments Maximum Moment = lb/ft Safety Factor = 2.5g * 1.5

Wing Deflection Max Deflection = 1.93 inches

Stress in the Wing Sigma max = 1241 psi Sigma critical = 1725 psi Reasons:  Light Weight Structure (not Bulky)  Safety Factor (worst case scenario)  Wing Test Sand Bags

Geometry and Configuration Wing: Sref = 13.5 sq.ft. Span = 11 ft. Aspect Ratio = 9 Taper Ratio = 0.6 tip section Airfoil: S1220 Horizontal Stabilizer: Area = 2.1 sq ft. Span = 3.0 ft. Vertical Stabilizer: Total Area: 2.0 sq.ft. 11.1’ 5.8’ Boiler Xpress