000			01716nam a2200169Ia 4500
008			140223b2005 xxu||||| |||| 00| 0 eng d
020			_c0.00
082			_a624.2 _bRAO
100			_aRao, Pydi Lakshmana
245			_aGuide Book for Design of Continuous Composite Bridges
260			_aCalcutta _bInstitute for Steel Development and Growth _c2005
300			_a172p
500			_aIntroduction Composite Bridges/Flyovers Advantages of Steel Concrete Composite Construction Conceptual Design Composite Action in Beams Steel Grades Design Aspects in Bridge Shear Connectors Design of Shear Connectors Detailing of Shear Connectors Designs for Transverse Reinforcement Codal Stipulations General Determination of Traffic Lanes Loading Permissible Stress/Properties of M25 Grade Concrete as per IRC:21 Reinforcement (FE 415/S415 Per IS 1786) Other Specifications for M25 Grade Concrete Provision for Steel Design as per IRC: 24 Basic Permissible Stress (for Steel Conforming to IS: 2062) as per IRC:24 Deflection of Girders as per IRC: 24 Designs Procedure as per IRC Codal Provisions Design of Deck Slab Design of Longotudinal Girder Design of Cross Girder/Bracing Design of Shear Connectors Design Steps Design as per BS: 5400 Code Provisions Characteristic Features of Compact Sections Initial Design Detailed Design Design Parameters Reference Codes Loading Material Specification Design Example Cost Effectiveness Life Cycle Cost Study References
600			_aCivil Engineering
890			_aIndia
995			_ARAO _CCIT-NIT _D0.00 _E0 _F049 _H0 _I0.00 _JGratis by INSDAG _UC _W20070330 _XInstitute for Steel Development and Growth (INSDAG) _ZReference
999			_c46395 _d46395