Bolts welds column base

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Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014 Design Model of Fillet Welds a ┴ ║ ┴ ║ effective throat thickness of the fillet weld normal stresses perpendicular to the throat normal stresses parallel to the axis of weld (omitted) shear stresses perpendicular to the axis of weld shear stresses parallel to the axis of weld
Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014 Plane Stresses Huber-Mises-Henckey condition of plasticity (HMH) o Triaxial state of stress (needed exceptionally only) o Plane state of stress (needed very often) z x 2 + z 2 - x 2 z 2 + 3 2 ≤ (f y / M ) 2 x o Uniaxial state of stress (from the material tests) ≤ f y / M0 ≤ f y / ( M0 √3) 53
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Bolts welds column base

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