000			01718nam a2200205Ia 4500
008			140223b1994 xxu||||| |||| 00| 0 eng d
020			_a9781870004756 _c0.00
082			_a624.1821 _bBAD
100			_aBaddoo, N. R.
245			_aDesign Procedures to C-EC3: Concise Eurocode 3 for the Design of Steel Buildings in the United Kingdom
260			_aUSA _bThe Steel Construction Institute _c1994
300			_a26p
500			_aIntroduction Part -1: Procedure Tables from CEC3 Design of a Comparison Member Design of Simply Supported Beam of Rolled I or H Cross Section Determining Less Conservative Values for the Interaction Factors Ky, Kz and KLT Design of a Member subject to Axial Compression and Major Axis Moment Allowing for Prying in Simple Tension Connections Design of an Axially Loaded Baseplate Design of a Stiffed Baseplate Subject to Axial Load and Major Axis Bending Flowcharts The Design of a Compression Member The Design of a Simply Supported Beam of Rolled I or H Cross Section To Determine the Interaction factors Ky and Kz To Determinate the Interaction Factor KLT Design of a Member subject to Axial Compression and Major Axis Moment Allowing for Prying in Simple Tension Connections The Design of an Axially Loaded Baseplate The Design of a Stiffed Baseplate Subject to Axial Load and Major Axis Bending
600			_aCivil Engineering
700			_aNaji, F. J.
700			_aTaylor, J. C.
700			_aMorrow, A. W.
890			_aUSA
995			_ABAD _CCIT-NIT _D0.00 _E0 _F049 _H0 _I0.00 _JGratis by INSDAG _UC _W20050331 _XInstitute for Steel Development and Growth (INSDAG) _ZGeneral
999			_c45281 _d45281