The required properties of the profile used for the steel column are as follows;

The moment, shear force and normal force values to be transferred from the column to the ground are given in the table below.Given: Steel grade: S235 Steel yield stress (Fy): 235 N / mm2 Steel breaking stress (Fu): 360 N / mm2 Foundation concrete class: C30 (fck = 30 MPa) Filling mortar characteristic strength: 40 MPa Concrete block dimensions are selected as 600mm x 600mm. The distance (f) of the tensile anchor rod to the plate edge shall be taken as 40mm. Calculations will be made by taking the number of anchors n = 4. For the sliding wedge design, HE220A will be chosen as the wedge profile (h = 210mm, b = 220mm, l = 200mm) YDKT method will be preferred as the design method. Where needed, the AISC-Design of Column Base Plates specification will be used.

1) Determine the dimensions of the baseplate in the plan.2) Determine the Characteristic Crushing Strength of Concrete 3) Check for Safe (Design) Crush Strength 4) Determine Required Base Plate Thickness

HE360B Profile Features G kg/m bf mm d mm tf mm Iy cm4 Wey cm3 iy cm Wpy cm3 Sy cm? 300 261 22,5 43190 2400 15,46 2683 284 142,0 A (cm) h mm r mm tw mm Iz cm+ Wez cm3 iz cm Wpz cm J cm4 180,60 360 27 12,5 10140 676,1 7,49 1032,0 292.5 Shear Force (kN) Moment (kN.m) 492,98 kN.m normal strength (kN) 166.33 kN 165,17 kN n 0,80 * bf n concrete surface o o 0,95 d I base plate o HE360B Profile Features G kg/m bf mm d mm tf mm Iy cm4 Wey cm3 iy cm Wpy cm3 Sy cm? 300 261 22,5 43190 2400 15,46 2683 284 142,0 A (cm) h mm r mm tw mm Iz cm+ Wez cm3 iz cm Wpz cm J cm4 180,60 360 27 12,5 10140 676,1 7,49 1032,0 292.5 Shear Force (kN) Moment (kN.m) 492,98 kN.m normal strength (kN) 166.33 kN 165,17 kN n 0,80 * bf n concrete surface o o 0,95 d I base plate o