3. History of punishment- banishment‚ sterilization‚ transportation 4. Civil commitment 5. Legally sane / insanity / guilty but mentally ill 6. What factors could prevent a fair sentence in court? 7. Presentence investigation report 8. Indeterminate sentencing – what and why? 9. Determinate sentencing- what and why? 10. Mandatory sentencing /Habitual offender laws / three strikes laws 11. Sentencing guidelines 12. Cost to keep an inmate in prison for life 13. Capital punishment:
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Combined Tension and Bending Loading in Bottom Chord Splice Joints of Metal-Plate-Connected Wood Trusses by Philip J. O’Regan Thesis submitted to the Faculty of the Virginia Polytechnic Institute and State University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE in Biological Systems Engineering APPROVED: Frank E. Woeste‚ Chairman Joseph R. Loferski Audrey G. Zink John V. Perumpral May‚ 1997 Blacksburg‚ Virginia Keywords: wood truss‚ combined
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TOPIC 1 : STATICALLY DETERMINATE STRUCTURES _________________________________________________________________________ Keywords: Beam‚ Truss‚ Rigid Frames‚ Equilibrium‚ Determinate‚ Stable‚ Shear Force‚ Axial Force‚ Bending Moment‚ Free Body Diagram‚ Axial Force Diagram‚ Shear Force Diagram. Objectives: Students should be able to • Understand the principle of equilibrium of forces as applies to determinate structures • Construct the free-body diagram for determinate beams‚ trusses and rigid frames
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Comparison of forces in statically determinate and overdeterminate trusses1 * Bars with strain gauge full bridges to measure bar force1 * Computerised evaluation of experiments Technical Description Overdeterminate trusses are employed where overdimensioning is purposely required because safety must be maintained in the event of failure of an element‚ such as in aircraft construction. With additionally inserted bars a statically determinate truss becomes internally statically indeterminate. In this case the
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be solved for no more than 3 unknowns. • The 3 equations can not be augmented with additional equations‚ but they can be replaced Fx 0 M A 0 M B 0 ME101 - Division III Kaustubh Dasgupta 6 Statically Indeterminate Reactions • More unknowns than equations: Statically Indeterminate ME101 - Division III • Equal number unknowns and • Fewer unknowns equations but improperly than equations‚ constrained partially constrained Kaustubh Dasgupta 7 Rigid Body Equilibrium: Example Solution:
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Licensed to: iChapters User Structural Analysis THIRD EDITION Aslam Kassimali Southern Illinois University—Carbondale Australia Canada Mexico Singapore Spain United Kingdom United States Copyright 2005 Cengage Learning‚ Inc. All Rights Reserved. May not be copied‚ scanned‚ or duplicated‚ in whole or in part. Licensed to: iChapters User Structural Analysis‚ Third Edition by Aslam Kassimali Associate Vice-President and Editorial Director:
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determinacy and indeterminacy ................................................. 2.3 Summary ................................................................................................. Analysis of Trusses ....................................................................................... 3.1 Types of trusses ...................................................................................... 3.2 Construction and nature of member connections (joints) ....................... 3.3 Determinacy and stability
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FACULTY OF SCIENCE AND TECHNOLOGY FAKULTI SAINS DAN TEKNOLOGI ASSIGNMENT TUGASAN HBEF 1303 CURRICULUM AND SYLLABUS STUDY PENGAJIAN KURIKULUM DAN SILIBUS E-TUTOR: NORLIA BINTI T. GOOLAMALLY LEARNING CENTRE: PAHANG LEARNING CENTRE JANUARY 2012 1.0 Introduction This paper will try to explain in general the development and design of the curriculum with references to one of Open University Malaysia’s subjects within the Faculty of Science and Technology. The subject that
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NAME ADETAYO OLUWAKAYODE MATRIC 060403009 DEPARTMENT ELECTRICAL/ELECTRONICS COURSE CEG 202 GROUP NO 4 TITLE OF EXPERIMENT: REACTIONS OF SIMPLY SUPPORTED BEAMS DATE PERFORMED: 13TH OF AUGUST 2008. AIM: I) TO DETERMINE THE REACTIONS RA AND RB FOR A BEAM SIMPLY SUPPORTED AT ITS ENDS II) TO DETERMINE THE VALUES OF RA AND RB AS A GIVEN LOAD MOVES FROM ONE END OF A SIMPLY SUPPORTED BEAM TO THE OTHER APPARATUS: • Two spring balances. • A steel
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AD7591 99 One NTIS One Source. One Search. One Solution. STRESS ANALYSIS MANUAL TECHNOLOGY INC DAYTON OHIO AUG 1969 U.S. Department of Commerce BEST AVAILABLE COPY National Technical Information Service One Source. One Search. One Solution. Providing Permanent‚ Easy Access to U.S. Government Information National Technical Information Service is the nation ’s largest repository and disseminator of governmentinitiated scientific‚ technical‚ engineering‚ and related business information
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