Steel Buildings in Europe

Title APPENDIX D Worked Example: Design of portal frame using elastic analysis 2 of 44 4 - 83 * * * ** * * 6000 5275 1475 1900 1900 3020 15000 725 800 1345 2992 14892 15057 302 1647 165 CL 5° 302 1345 11980 7313 1700 1700 1700 1700 1700 1700 1700 13192 11492 9792 8092 6392 4692  torsional restraint to inside flange