Structural Loads Handbook
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Irish Children's Literature and the Poetics of Memory, 1892-2016
Irish Children’s Literature and the Poetics of Memory, 1892-2016 A Thesis submitted to the School of English at the University of Dublin, Trinity College, for the Degree of Doctor of Philosophy. February 2019 Rebecca Ann Long I declare that this thesis has not been submitted as an exercise for a degree at this or any other university and it is entirely my own work. I agree to deposit this thesis in the University’s open access institutional repository or allow the Library to do so on my behalf, subject to Irish Copyright Legislation and Trinity College Library conditions of use and acknowledgement. _________________________________ Rebecca Long February 2019 TABLE OF CONTENTS SUMMARY………………………………………………………………………………..i ACKNOWLEDGEMENTS……………………………………………………………....iii INTRODUCTION………………………………………………………………………....4 CHAPTER ONE: RETRIEVING……………………………………………………………………………29 CHAPTER TWO: RE- TELLING……………………………………………………………………………...…64 CHAPTER THREE: REMEMBERING……………………………………………………………………....106 CHAPTER FOUR: RE- IMAGINING………………………………………………………………………........158 CONCLUSION…………………………………………………………………..……..210 WORKS CITED………………………….…………………………………………………….....226 Summary This thesis explores the recurring patterns of Irish mythological narratives that influence literature produced for children in Ireland following the Celtic Revival and into the twenty- first century. A selection of children’s books published between 1892 and 2016 are discussed with the aim of demonstrating the development of a pattern of retrieving, re-telling, remembering and re-imagining myths -
767, Awl, D622t001-9-01
767-200/300/300F/400ER AIRWORTHINESS LIMITATIONS 767-200/300/300F/400ER AIRWORTHINESS LIMITATIONS (AWLs) D622T001-9-01 JUNE 2019 This document has EAR data with an Export Control Classification Number (ECCN) of 9E991. Export of this technology is controlled under the United States Export Administration Regulations (EAR) (15 CFR 730-774). An export license may be required before it is used for development, production or use by foreign persons from specific countries. The controller of this data has the individual responsibility to abide by all export laws. Boeing claims copyright in each page of this document on to the extent that the page contains copyrightable subject matter. Boeing also claims copyright in this document as a compilation and/or collective work. This document includes proprietary information owned by the Boeing Company and/or one or more third parties. Treatment of the document and the information it contains is governed by contract with Boeing. For more information, contact the Boeing Company, P.O. Box 3707, Seattle WA 98124. Boeing, the Boeing signature, the Boeing symbol, 707, 717, 727, 737, 747, 757, 767, 777, 787, BBJ, DC-8, DC-9, DC-10, MD-10, MD-11, MD-80, MD-88, MD-90, and the red-white-blue Boeing livery are all trademarks owned by The Boeing Company; no trademark license is granted in connection with this document unless provided in writing by Boeing. COMPILED AND PUBLISHED BY: MAINTENANCE PROGRAMS ENGINEERING BOEING COMMERCIAL AIRPLANE GROUP SEATTLE, WASHINGTON D622T001-9-01 JUN 2019 BOEING PROPRIETARY - Copyright -
Simplified Method of Applying Loads to Flat Slab Floor Structural Model
MATEC Web of Conferences 219, 03002 (2018) https://doi.org/10.1051/matecconf/201821903002 BalCon 2018 Simplified method of applying loads to flat slab floor structural model Maciej Tomasz Solarczyk1,*, and Andrzej Ambroziak1 1Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, Narutowicza 11/12, 80-233 Gdańsk, Poland Abstract. The article analyses the impact of the live load position on the surface of a reinforced concrete flat slab floor of 32.0 m × 28.8 m. Four variants of a live load position are investigated: located on the entire concrete slab, set in a chessboard pattern, applied by bands and imposed separately in each of the slab panels. Conclusions are drawn upon differences in bending moments, the time of calculation and the size of output files. The problems in the interpretation of results are presented too. A procedure is presented to model the reinforced concrete structures in computational programs. The recommendations of the Eurocodes are presented regarding to load combinations in the Ultimate Limit State (ULS). Convergence analysis of the finite element mesh is carried out to verify the obtained results. The law status on the implementation of the Building Information Modelling (BIM) technology in Poland points out significant time savings in the application of this technology. 1 Introduction Structural design is generally based on virtual mapping of a real object. The designer is supported by a number of computational tools to complete the task. A widespread automation of design works makes it available for the engineers with little experience. It should be emphasized that the results of numerical analysis should be permanently and critically assessed by the designer after computations. -
CHAPTER TWO - Static Aeroelasticity – Unswept Wing Structural Loads and Performance 21 2.1 Background
Static aeroelasticity – structural loads and performance CHAPTER TWO - Static Aeroelasticity – Unswept wing structural loads and performance 21 2.1 Background ........................................................................................................................... 21 2.1.2 Scope and purpose ....................................................................................................................... 21 2.1.2 The structures enterprise and its relation to aeroelasticity ............................................................ 22 2.1.3 The evolution of aircraft wing structures-form follows function ................................................ 24 2.2 Analytical modeling............................................................................................................... 30 2.2.1 The typical section, the flying door and Rayleigh-Ritz idealizations ................................................ 31 2.2.2 – Functional diagrams and operators – modeling the aeroelastic feedback process ....................... 33 2.3 Matrix structural analysis – stiffness matrices and strain energy .......................................... 34 2.4 An example - Construction of a structural stiffness matrix – the shear center concept ........ 38 2.5 Subsonic aerodynamics - fundamentals ................................................................................ 40 2.5.1 Reference points – the center of pressure..................................................................................... 44 2.5.2 A different -
Glider Handbook, Chapter 2: Components and Systems
Chapter 2 Components and Systems Introduction Although gliders come in an array of shapes and sizes, the basic design features of most gliders are fundamentally the same. All gliders conform to the aerodynamic principles that make flight possible. When air flows over the wings of a glider, the wings produce a force called lift that allows the aircraft to stay aloft. Glider wings are designed to produce maximum lift with minimum drag. 2-1 Glider Design With each generation of new materials and development and improvements in aerodynamics, the performance of gliders The earlier gliders were made mainly of wood with metal has increased. One measure of performance is glide ratio. A fastenings, stays, and control cables. Subsequent designs glide ratio of 30:1 means that in smooth air a glider can travel led to a fuselage made of fabric-covered steel tubing forward 30 feet while only losing 1 foot of altitude. Glide glued to wood and fabric wings for lightness and strength. ratio is discussed further in Chapter 5, Glider Performance. New materials, such as carbon fiber, fiberglass, glass reinforced plastic (GRP), and Kevlar® are now being used Due to the critical role that aerodynamic efficiency plays in to developed stronger and lighter gliders. Modern gliders the performance of a glider, gliders often have aerodynamic are usually designed by computer-aided software to increase features seldom found in other aircraft. The wings of a modern performance. The first glider to use fiberglass extensively racing glider have a specially designed low-drag laminar flow was the Akaflieg Stuttgart FS-24 Phönix, which first flew airfoil. -
Problems of High Speed and Altitude Robert Stengel, Aircraft Flight Dynamics MAE 331, 2018
12/14/18 Problems of High Speed and Altitude Robert Stengel, Aircraft Flight Dynamics MAE 331, 2018 Learning Objectives • Effects of air compressibility on flight stability • Variable sweep-angle wings • Aero-mechanical stability augmentation • Altitude/airspeed instability Flight Dynamics 470-480 Airplane Stability and Control Chapter 11 Copyright 2018 by Robert Stengel. All rights reserved. For educational use only. http://www.princeton.edu/~stengel/MAE331.html 1 http://www.princeton.edu/~stengel/FlightDynamics.html Outrunning Your Own Bullets • On Sep 21, 1956, Grumman test pilot Tom Attridge shot himself down, moments after this picture was taken • Test firing 20mm cannons of F11F Tiger at M = 1 • The combination of events – Decay in projectile velocity and trajectory drop – 0.5-G descent of the F11F, due in part to its nose pitching down from firing low-mounted guns – Flight paths of aircraft and bullets in the same vertical plane – 11 sec after firing, Attridge flew through the bullet cluster, with 3 hits, 1 in engine • Aircraft crashed 1 mile short of runway; Attridge survived 2 1 12/14/18 Effects of Air Compressibility on Flight Stability 3 Implications of Air Compressibility for Stability and Control • Early difficulties with compressibility – Encountered in high-speed dives from high altitude, e.g., Lockheed P-38 Lightning • Thick wing center section – Developed compressibility burble, reducing lift-curve slope and downwash • Reduced downwash – Increased horizontal stabilizer effectiveness – Increased static stability – Introduced -
Issue No. 4, Oct-Dec
Focal Product Support: Commitment, Cooperation, Communication A SERVICE PUBLICATION OF The Lockheed Aeronautical Systems Company LOCKHEED AERONAUTICAL Product Support organization is determined to provide SYSTEMS COMPANY the highest level of service to each of our customers and every one of our airplanes. This level of support Editor is focused toward our personal commitment to our Charles I. Gale customers, quick and open lines of communication to provide information and receive feedback from our Art Director customers, and full cooperation with our customers Cathy E. Howard to develop a team approach to support. Vol. 20, No. 4, October-December 1993 The support arena has undergone vast change in John Gaffney recent years and LASC Product Support has had to CONTENTS evolve to keep pace and meet our customers’ needs. This evolution has resulted in the customer becoming 2 Focal Point more and more prominent in the market place, competition intensifying, and change John L. Gaffney, Director itself becoming constant. LASC Product Support Product Support has made changes and continues to make changes to respond 3 Ramp Hook Retainer to market conditions. Our customers indicated they wanted: Mislocation Playing mix and match with the A “one-stop shop” for all support services. We have become that “one- hook retainers makes cargo ramp stop shop.” Any element of support needed by a customer can be rigging an exercise in frustration. obtained from a single source within LASC Product Support. 10 Making a Ramp Hook Retainer Competitive prices. We are finalizing teaming arrangements which will Identification Tool allow us to offer customers a full spectrum of parts-new, used, and This locally manufactured shop aid overhauled-at competitive prices, all under the auspices of the original can correctly identify the retainers equipment manufacturer. -
Chapter Four Celtic Spirituality
CHAPTER FOUR CELTIC SPIRITUALITY 4.1 Introduction The rediscovery of Celtic spirituality, particularly Celtic prayers and liturgical forms, has led to a popular movement, inter alia, among Anglicans around the world, including those in South Africa. Celtic spirituality has an attraction for both Christian and non-Christian, and often the less formal services are easier for secularized people, who have not been raised in a Christian environment, to accept. A number of alternative Christian communities wit h an accent on recovering Celtic spirituality have been established in recent years in the United Kingdom and in other parts of the world. The Northumbria Community, formed in 1976 (Raine & Skinner 1994: 440) is described as follows: The Community is clearly Christian, but with members from all kinds of Christian tradition, and some with no recognisable church background at all. We are married and single: some are unemployed, most are in secular jobs, some in full-time service which is specifically Christian, others are at home looking after families….Some of the most loyal friends of the Community are not yet committed Christians, but they are encouraged to participate as fully as they feel they can in our life. The Northumbria Community is one of several newly established communities with clear links to Celtic Spirituality. The near-universal appeal and flexibility reflected in the quotation above, is a feature of Celtic spirituality. For many in secularized Europe, the institutional church has lost its meaning, and traditional Christian symbols have no significance. Some of these people are now re-discovering Christianity through the vehicle of Celtic spirituality. -
Guide for Load and Resistance Factor Design (LRFD) Criteria for Offshore Structures
Guide for Load and Resistance Factor Design (LRFD) Criteria for Offshore Structures GUIDE FOR LOAD AND RESISTANCE FACTOR DESIGN (LRFD) CRITERIA FOR OFFSHORE STRUCTURES JULY 2016 American Bureau of Shipping Incorporated by Act of Legislature of the State of New York 1862 2016 American Bureau of Shipping. All rights reserved. ABS Plaza 16855 Northchase Drive Houston, TX 77060 USA Foreword Foreword This Guide provides structural design criteria in a Load and Resistance Factor Design (LRFD) format for specific types of Mobile Offshore Drilling Units (MODUs), Floating Production Installations (FPIs) and Mobile Offshore Units (MOUs). The LRFD structural design criteria in this Guide can be used as an alternative to those affected criteria in Part 3 of the ABS Rules for Building and Classing Mobile Offshore Drilling Units and Part 5B of the ABS Rules for Building and Classing Floating Production Installations, where the criteria are presented in the Working Stress Design (WSD) format, also known as the Allowable Stress (or Strength) Design (ASD) format. This Guide becomes effective on the first day of the month of publication. Users are advised to check periodically on the ABS website www.eagle.org to verify that this version of this Guide is the most current. We welcome your feedback. Comments or suggestions can be sent electronically by email to [email protected]. ii ABS GUIDE FOR LOAD AND RESISTANCE FACTOR DESIGN (LRFD) CRITERIA FOR OFFSHORE STRUCTURES . 2016 Table of Contents GUIDE FOR LOAD AND RESISTANCE FACTOR DESIGN (LRFD) CRITERIA FOR OFFSHORE STRUCTURES CONTENTS CHAPTER 1 General .................................................................................................... 1 Section 1 Introduction ............................................................................ 2 Section 2 Principles of the LRFD Method ............................................. -
Deflection-Based Aircraft Structural Loads Estimation with Comparison to Flight
Deflection-Based Aircraft Structural Loads Estimation With Comparison to Flight Andrew M. Lizotte* and William A. Lokos† NASA Dryden Flight Research Center, Edwards, California, 93523-0273 Traditional techniques in structural load measurement entail the correlation of a known load with strain-gage output from the individual components of a structure or machine. The use of strain gages has proved successful and is considered the standard approach for load measurement. However, remotely measuring aerodynamic loads using deflection measurement systems to determine aeroelastic deformation as a substitute to strain gages may yield lower testing costs while improving aircraft performance through reduced instrumentation weight. With a reliable strain and structural deformation measurement system this technique was examined. The objective of this study was to explore the utility of a deflection-based load estimation, using the active aeroelastic wing F/A-18 aircraft. Calibration data from ground tests performed on the aircraft were used to derive left wing-root and wing-fold bending-moment and torque load equations based on strain gages, however, for this study, point deflections were used to derive deflection-based load equations. Comparisons between the strain-gage and deflection-based methods are presented. Flight data from the phase-1 active aeroelastic wing flight program were used to validate the deflection-based load estimation method. Flight validation revealed a strong bending-moment correlation and slightly weaker torque correlation. -
Preliminary Horizontal and Vertical Stabilizer Design, Longitudinal and Directional Static Stability
MSD : SAE Aero Aircraft Design & Build Preliminary Horizontal and Vertical Stabilizer Design, Longitudinal and Directional Static Stability Horizontal Stabilizer Parameters: 1. Ratio of horizontal tail-wing aerodynamic centers distance with respect to fuselage length 푙푎푐 /푙푓 2. Overall fuselage length 푙푓 3. Horizontal tail-wing aerodynamic centers distance 푙푎푐 4. Horizontal tail volume coefficient 푉퐻 5. Center of gravity location 푥푐푔 6. Horizontal tail arm 푙푡 7. Horizontal tail planform area 푆푡 8. Horizontal tail airfoil 9. Horizontal tail aspect ratio 퐴푅푡 10. Horizontal tail taper ratio 휆푡 11. Additional geometric parameters (Sweep Angle, Twist Angle, Dihedral) 12. Incidence Angle 푖푡 13. Neutral Point 푥푁푃 14. Static Margin 15. Overall Horizontal Stabilizer Geometry 16. Overall Aircraft Static Longitudinal Stability 17. Elevator (TBD in Control Surfaces Design) Vertical Stabilizer Parameters: 18. Vertical tail volume coefficient 푉푣 19. Vertical tail arm 푙푣 20. Vertical tail planform area 푆푉 21. Vertical tail aspect ratio 퐴푅푣 22. Vertical tail span 푏푣 23. Vertical tail sweep angle Λ푣 24. Vertical tail minimum lift curve slope 퐶 퐿훼 푣 25. Vertical tail airfoil 26. Overall Vertical Stabilizer Geometry 27. Overall Aircraft Static Direction Stability 28. Rudder (TBD in Control Surfaces Design) 1. l/Lf Ratio: 0.6 The table below shows statistical ratios between the distance between the wing aerodynamic center and the horizontal tail aerodynamic center 푙푎푐 with respect to the overall fuselage length (Lf). 2. Fuselage Length (Lf): 60.00 in Choosing this value is an iterative process to meet longitudinal and vertical static stability, internal storage, and center of gravity requirements, but preliminarily choose 푙푓 = 60.00 푖푛 3. -
“Linear Buckling” Analysis Branch
Appendix A Eigenvalue Buckling Analysis 16.0 Release Introduction to ANSYS Mechanical 1 © 2015 ANSYS, Inc. February 27, 2015 Chapter Overview In this Appendix, performing an eigenvalue buckling analysis in Mechanical will be covered. Mechanical enables you to link the Eigenvalue Buckling analysis to a nonlinear Static Structural analysis that can include all types of nonlinearities. This will not be covered in this section. We will focused on Linear buckling. Contents: A. Background On Buckling B. Buckling Analysis Procedure C. Workshop AppA-1 2 © 2015 ANSYS, Inc. February 27, 2015 A. Background on Buckling Many structures require an evaluation of their structural stability. Thin columns, compression members, and vacuum tanks are all examples of structures where stability considerations are important. At the onset of instability (buckling) a structure will have a very large change in displacement {x} under essentially no change in the load (beyond a small load perturbation). F F Stable Unstable 3 © 2015 ANSYS, Inc. February 27, 2015 … Background on Buckling Eigenvalue or linear buckling analysis predicts the theoretical buckling strength of an ideal linear elastic structure. This method corresponds to the textbook approach of linear elastic buckling analysis. • The eigenvalue buckling solution of a Euler column will match the classical Euler solution. Imperfections and nonlinear behaviors prevent most real world structures from achieving their theoretical elastic buckling strength. Linear buckling generally yields unconservative results