Steel Buildings in Europe

5 – 105 6.5 Worked Example – Column base 1 of 3 Made by CZT Date 06/2009 Calculation sheet Checked by ENM Date 07/2009 6. Column base Details and data 600 100 2 50 f = 30N/mm 600 Ed N = 4300kN = 100kN Ed V ck 1 2 3 4 HD 320 x 127 S355 1 600  600  50 Base plate S275 2 8 mm fillet welds 3 M24 grade 4.6 holding down bolts 4 Contact faces of the column and the base plate are in direct bearing Unless noted otherwise, all references are to EN 1993-1-8