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  2. Special Reporter No 7, 4 January 2008

    https://www.reporter.admin.cam.ac.uk/reporter/2007-08/special/07/section_g.pdf
    2 Jan 2008: 224,990– 14,624 447,464 462,087 24,848 486,935 – 10,266 497,202 497,201. ... Chemistry Next Generation Fund – – – – – –Alexander Todd Visiting Professorship of Chemistry Fund 289,663 – – 24,008 313,671 313,671.
  3. Mathematical Tools for Physics by James Nearing Physics Department ...

    www-mdp.eng.cam.ac.uk/web/library/enginfo/textbooks_dvd_only/nearing/math_methods.pdf
    3 Jan 2008: Form the sum. Nk=1. f(x′k)αk, where xk1 x′k xk and αk = α(xk) α(xk1) (24). ... 24). That makes this integral just another way to write the sum overintegers.
  4. Resettlement notes for John Howell from Mark Spalding

    https://www.cpl.law.cam.ac.uk/sites/www.law.cam.ac.uk/files/images/www.cpl.law.cam.ac.uk/legacy/File/Spalding_M_Paper.pdf
    21 Jan 2008: Reef Encounter 24: 19-20. IPCC (2007) Summary for Policymakers. In: Solomon S, Qin D, Manning M, Chen Z, Marquis M, Averyt KB, M.Tignor, Miller HL (eds) Climate Change 2007: ... University of California Press, Berkeley, California. Spencer T, Teleki KA,
  5. 1/1/2008© 2008 Alexander Slocum 3-0 FUNdaMENTALS of DesignTopic 3 ...

    www-mdp.eng.cam.ac.uk/web/library/enginfo/textbooks_dvd_only/slocum/topic3.pdf
    4 Feb 2008: projectile.xls. See Proj. ectile_m. otion.xls. Newton: Free Body Diagrams & SuperpositionThe structural loop (see page 3-24) traces the path forces and. ... The boundary conditions are δ(a) = -FA/KA and δ(b) = - FB/KB, hence the constants C1 and C2 are:
  6. 1/1/2008© 2008 Alexander Slocum 10-0 FUNdaMENTALS of DesignTopic…

    www-mdp.eng.cam.ac.uk/web/library/enginfo/textbooks_dvd_only/slocum/topic10.pdf
    4 Feb 2008: Caveat emptor: The right type for the right appli-cation! Examine the doevtail bearings made by Bryan Ruddy to support the base of his lazy-tong actuators (see page 4-24).
  7. OFFSHORE SOIL MECHANICS Arnold Verruijt Delft University of…

    www-mdp.eng.cam.ac.uk/web/library/enginfo/textbooks_dvd_only/soilmechs/OffshoreSM.pdf
    5 Feb 2008: This means that the final equation(2.24) is much less accurate than the continuity equation (2.18). ... 2.24),. (α nβ)p. t= α. σzzt. k. γw. 2p. z2. (2.25).
  8. SOIL DYNAMICS Arnold Verruijt Delft University of Technology 1994, ...

    www-mdp.eng.cam.ac.uk/web/library/enginfo/textbooks_dvd_only/soilmechs/SoilDynamics.pdf
    5 Feb 2008: 21. 2. Waves in Piles. 24. 2.1 One-dimensional wave equation. 24. ... ε = w/z. 24. A. Verruijt, Soil Dynamics : 2. WAVES IN PILES 25.
  9. DOE-HDBK-1011/4-92; DOE Fundamentals Handbook Electrical Science…

    www-mdp.eng.cam.ac.uk/web/library/enginfo/textbooks_dvd_only/doe_handbooks/elecsci4.pdf
    5 Feb 2008: I 2S. 100 0.3 (4) 2. 2020.24. ES-13 Page 12 Rev. ... 2 (0.24) = 96 W. Example 2: An open circuit test for core losses in a 10 kVA transformer [Example (1)] givesa reading of 70 W.
  10. DOE-HDBK-1012/2-92; DOE Fundamentals Handbook Thermodynamics, Heat…

    www-mdp.eng.cam.ac.uk/web/library/enginfo/textbooks_dvd_only/doe_handbooks/thermo2.pdf
    5 Feb 2008: . . 24 Btu. hr ft 2(1200 ft2). 28,800 Btuhr. Equivalent Resistance Method. ... 950 Btu. hr ft 2 F. Tb 100 F. HT-02 Page 24 Rev.
  11. DOE-HDBK-1013/1-92; DOE Fundamentals Handbook Instrumentation and…

    www-mdp.eng.cam.ac.uk/web/library/enginfo/textbooks_dvd_only/doe_handbooks/inst1.pdf
    5 Feb 2008: and may haveas many as 24 folds. System pressure is applied to the internal volume of the bellows.

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