Crsi Reinforcing Bar Detailing Manual Transmission

  1. A.H. Buchanan, Structural Design for Fire Safety, John Wiley and Sons, Chichester, UK (2001).Google Scholar
  2. Building Code Requirements for Reinforced Concrete, ACI 318-89, American Concrete Institute, Detroit, MI (1989).Google Scholar
  3. American Concrete Institute, ACI 216.1-07/TMS-0216-07 – Code Requirements for Determining Fire Resistance of Concrete and Masonry Construction Assemblies, USA, 2007.Google Scholar
  4. EN1992-1-2:2004, Eurocode 2: Design of concrete structures – Part 1-2: General rules – Structural fire design, European Committee for Standardisation, Brussels, Belgium (2004).Google Scholar
  5. EN1994-1-2:2005, Eurocode 4: Design of Composite Steel and Concrete Structures, EN1994-1-2: General Rules—Structural Fire Design, European Committee for Standardisation, Brussels, Belgium (2005).Google Scholar
  6. Guide for Determining the Fire Endurance of Concrete Elements, ACI 216-89, American Concrete Institute, Detroit, MI (1989).Google Scholar
  7. Reinforced Concrete Fire Resistance, Concrete Reinforcing Steel Institute, Chicago (1980).Google Scholar
  8. A.H. Gustaferro and T.D. Lin, “Rational Design of Reinforced Concrete Members for Fire Resistance,” Fire Safety Journal, 11, pp. 85–98 (1986).CrossRefGoogle Scholar
  9. Fire design of concrete structures – material’s, structures, and modelling, state-of-art report, bulletin 38, fib (fédération internationale du béton / the International Federation for Structural Concrete), July 2008.Google Scholar
  10. Fire design of concrete structures – structural behaviour and assessment, state-of-art report, bulletin 46, fib (fédération internationale du béton / the International Federation for Structural Concrete), April 2007.Google Scholar
  11. R.L. Brockenbrough and B.G. Johnston, Steel Design Manual, U.S. Steel Corporation, Pittsburgh, PA (1968).Google Scholar
  12. C.R. Cruz, “Elastic Properties of Concrete at High Temperatures,” PCA Research Bulletin, 191, Portland Cement Association, Skokie, IL (1966).Google Scholar
  13. M.S. Abrams and A.H. Gustaferro, “Fire Endurance of Two-Course Floors and Roofs,” Journal of American Concrete Institute, 66, p. 2 (1969).Google Scholar
  14. M.S. Abrams and A.H. Gustaferro, “Fire Endurance of Concrete Slabs as Influenced by Thickness, Aggregate Type, and Moisture,” PCA Research Bulletin, 223, Portland Cement Association, Skokie, IL (1968).Google Scholar
  15. R.H. Iding, Z. Nizamuddin, and B. Bresler, “FIRES T3, A Computer Program for the Fire Response of Structures—Thermal-Three-Dimensional Version,” UCB FRG 77-15, University of California, Berkeley (1996).Google Scholar
  16. U. Wickström, “TASEF-2—A Computer Program for Temperature Analysis of Structures Exposed to Fire,” Report No. 79-2, Lund Institute of Technology, Lund, Sweden (1979).Google Scholar
  17. J.-M. Franssen, V.K.R. Kodur, and J. Mason, User’s Manual for SAFIR 2002: A Computer Program for Analysis of Structures Subjected to Fire, University of Liège, Belgium (2002).Google Scholar
  18. ASCE 7-05, Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, Reston, VA (2006).Google Scholar
  19. Symposium on Fire Resistance of Concrete, ACI Publication SP 5, American Concrete Institute, Detroit, MI (1962).Google Scholar
  20. C.C. Carlson, “Function of New PCA Fire Research Laboratory,” PCA Publication RX109, Portland Cement Association, Skokie, IL (1959).Google Scholar
  21. L.A. Issen et al., “Fire Tests of Concrete Members: An Improved Method for Estimating Restraint Forces,” Fire Performance, ASTM STP 464, American Society for Testing and Materials, Philadelphia (1970).Google Scholar
  22. S.L. Selvaggio and C.C. Carlson, “Restraint in Fire Tests of Concrete Floors and Roofs,” ASTM STP 422, American Society for Testing and Materials, Philadelphia; also PCA Research Department Bulletin 220, Portland Cement Association, Skokie, IL (1967).Google Scholar
  23. E.A.B. Salse and A.H. Gustaferro, “Structural Capacity of Concrete Beams During Fires as Affected by Restraint and Continuity,” in Proceedings, 5th CIB Congress, Paris (1971).Google Scholar
  24. CRSI Handbook, Concrete Reinforcing Steel Institute, Chicago (1984).Google Scholar
  25. Y. Anderberg, “Computer Simulations and a Design Method for Fire Exposed Concrete Columns,” Report 92-50, Fire Safety Design, Lund, Sweden (1993).Google Scholar
  26. T.T. Lie and R.J. Irwin, “Method to Calculate the Fire Resistance of Reinforced Concrete Columns with Rectangular Cross Section,” ACI Structural Journal, 90, 1, pp. 52–60 (1993).Google Scholar
  27. R. Iding, B. Bresler, and Z. Nizamuddin, “FIRES-RC II, A Computer Program for the Fire Response of Structures—Reinforced Concrete Frames,” Fire Research Group Report No. UCB FRG 77-8, University of California, Berkeley (1977).Google Scholar
  28. N.E. Forsen, “A Theoretical Study of the Fire Resistance of Concrete Structures,” FCB-SINTEF Report STF65 A82062, SINTEF, Trondheim, Norway (1982).Google Scholar
  29. DIANA. Diana User’s Manual, Non-Linear Analysis, Rel. 6.1, TNO Bouw (1996).Google Scholar
  30. Design for Fire Resistance of Precast Prestressed Concrete, 2nd ed., Prestressed Concrete Institute, Chicago (1988).Google Scholar
  31. UL2007, Fire Resistance Directory, Underwriters Laboratories Inc., Northbrook, IL (2007).Google Scholar
  32. ECCS, “Calculation of the Fire Resistance of Composite Concrete Slabs with Profiles Steel Sheet Exposed to the Standard Fire,” Publication No. 32, European Commission for Constructional Steelwork, Brussels (1983).Google Scholar
  33. R.M. Lawson, “Fire Resistance of Ribbed Concrete Floors,” CIRIA Report 107, Construction Industry Research and Information Association, London (1985).Google Scholar
  34. T.Z. Harmathy, Fire Safety Design and Concrete, Concrete Design and Construction Series, Longman Scientific and Technical, Harlow, UK (1993).Google Scholar
  35. U. Schneider, “Concrete at High Temperatures—A General Review,” Fire Safety Journal, 13, pp. 55–68 (1988).CrossRefGoogle Scholar
  36. Z.P. Bazant and M.F. Kaplan, Concrete at High Temperatures—Material Properties and Mathematical Models, Concrete Design and Construction Series, Longman Group Ltd., Harlow, UK (1996).Google Scholar
  37. A.M. Neville, Properties of Concrete, 4th ed., John Wiley and Sons, New York (1997).Google Scholar
  38. U. Wickström, “A Very Simple Method for Estimating Temperatures in Fire Exposed Structures,” New Technology to Reduce Fire Losses and Costs (S.J. Grayson and D.A. Smith, eds.), Elsevier Applied Science, London, pp.186–194 (1986).Google Scholar
  39. C.A. Wade, “Performance of Concrete Floors Exposed to Real Fires,” Journal of Fire Protection Engineering, 6, 3, pp. 113–124 (1994).MathSciNetCrossRefGoogle Scholar
  40. Purkiss J.A, Fire Engineering Design of Structures, Butterworth and Heinemann, 2007Google Scholar
  41. K.D. Hertz, “Limits of Spalling of Fire-Exposed Concrete,” Fire Safety Journal, 38, pp. 103–116 (2003).CrossRefGoogle Scholar
  42. R. Connolly, “The Spalling of Concrete,” Fire Engineers Journal, 57, 186, pp. 38–40 (1997).Google Scholar
  43. F.A. Ali, D. O’Conner and A. Abu-Tair, “Explosive Spalling of High-Strength Concrete Columns in Fire,” Magazine of Concrete Research, 53, 3, pp. 197–204 (2001).CrossRefGoogle Scholar
  44. L.T. Phan, “Fire Performance of High Strength Concrete: A Report of the State-of-the-Art,” NISTIR 5934, National Institute of Standards and Technology (1996).Google Scholar
  45. V.K.R. Kodur, “Studies on the Fire Resistance of High Strength Concrete at the National Research Council of Canada,” Proceedings—International Workshop on Fire Performance of High Strength Concrete, NIST Special Publication 919, National Institute of Standards and Technology, Gaithersburg, MD, pp. 75–86 (1997).Google Scholar
  46. C.-M. Aldea, J.-M. Franssen, and J.-C. Dotreppe, “Fire Test on Normal and High Strength Reinforced Concrete Columns,” in Proceedings—International Workshop on Fire Performance of High Strength Concrete, NIST Special Publication 919, National Institute of Standards and Technology, Gaithersburg, MD (1997).Google Scholar
  47. R. Feticetti, P.G. Gambarova, ASCE Member, and M. Semiglia, “Residual Capacity of HSC Thermally Damaged Deep Beams,” Journal of Structural Engineering, 125, 3, pp. 319–327 (1999).CrossRefGoogle Scholar
  48. B. Tomasson, “High Performance Concrete—Design Guidelines,” Report, Department of Fire Safety Engineering, Lund University, Sweden (1998).Google Scholar
  49. R. Felicetti and P.G. Gambarova, “Effects of High Temperature on the Residual Compressive Strength of High-Strength Siliceous Concretes,” ACI Materials Journal, 95, 4, pp. 395–406 (1998).Google Scholar
  50. T.T. Lie and V.K.R. Kodur, “Thermal and Mechanical Properties of Steel Fibre Reinforced Concrete at Elevated Temperatures,” Canadian Journal of Civil Engineering, 23, 2, pp. 511–517 (1996).CrossRefGoogle Scholar
  51. M. Colombo, FRC Bending Behaviour: A Damage Model for High Temperatures, PhD Thesis, Politecnico di Milano, Italy (2006).Google Scholar
  52. W. Borgogno and M. Fontana, Versuche zum Tragverhalten von Betonhohlplatten mit flexibler Auflagerung bei Raumtemperatur und Normbrandbedingungen, IBK ETH Zürich, Zurich, (2006).Google Scholar
  53. N.E. Andersen and D.H. Lauridsen, Danish Institute of Fire Technology Technical Report X 52650 Part 2—Hollow-Core Concrete Slabs, Danish Institute of Fire Technology, Denmark (1999).Google Scholar
  54. FeBe Studiecommissie SSTC, Résistance au Cisaillement de Dalles Alveolées Précontraintes, Laboratorium voor Aanwending der Brandstoffen en Warmteoverdracht, Belgium (1998).Google Scholar
  55. M. Breccolotti, A.L. Materazzi, and I. Venanzi, “Fire Performance of HPLWC Hollow-Core Slabs,” Proceedings—4th International Workshop on Structures in Fire, pp. 587–598, Aveiro, Portugal (2006).Google Scholar
  56. J.H.H. Fellinger, Shear and Anchorage Behaviour of Fire Exposed Hollow-Core Slabs, DUP Science, Netherlands (2004).Google Scholar
  57. J. Chang, Computer Simulation of Hollowcore Concrete Flooring Systems in Fire, PhD Thesis, University of Canterbury, NZ (2007).Google Scholar
Crsi reinforcing bar detailing manual transmission service

Crsi Reinforcing Bar Detailing Manual Transmission Problems

  1. Honda Accord: How to Replace Manual Transmission Fluid. If you change your oil, you might as well change the transmission oil. Read the following steps to learn how to do just that.
  2. Aci 318 m 08 building-coderequirementsforstructuralconcreteandcommentary. And the Concrete Reinforcing Steel Institute’s Voluntary Certification The ACI Building Code Requirements for Structural Concrete (“Code”) and Commentary are presented in a side-by-side column format, with Code text placed in the left column and the.

Crsi Reinforcing Bar Detailing Manual Transmission Parts

(2014a) Standard Specification for. Agencies Engaged in the Testing and/or. Inspection of Materials Used in. ASTM E96/E96M. (2016) Standard Test Methods for Water. Vapor Transmission of Materials. CONCRETE REINFORCING STEEL INSTITUTE (CRSI). (2009; 28th Ed) Manual of Standard.