Steel Buildings in Europe

4 - 94 A.5 Worked Example – Pinned column using non-slender H sections 1 of 4 Made by DGB Date 06/2005 Calculation sheet Checked by Date 5. Pinned Column Using Non-slender H Sections This example shows how to carry out the design of a column of a multi-storey building. The column is an HE 300 B section in S235, and the restraints are positioned as shown in Figure A.13. Ed 8,0 N Ed 8,0 N 1,0 cr  L L 0,7 cr  L L Figure A.13 End conditions of the column under consideration about the major and the minor axes and their buckling length factors. SN008 5.1. Partial factors    M0 = 1,0   M1 = 1,0 EN 1993-1-1 § 6.1 (1)