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T2. DESIGN OF STEEL COLUMN

T2. DESIGN OF STEEL COLUMN. Steel framed building. Floor plan. Section. Column: Linear member subjected to axial compression ( N 0). Axially compressed if M= 0 és V =0 (Eccentrically compressed if M 0 és V 0). Example: Checking column O1. page 1.

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T2. DESIGN OF STEEL COLUMN

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  1. T2. DESIGN OF STEEL COLUMN Steel framed building Floor plan Section Column: Linear member subjected to axial compression (N0). Axially compressed if M=0 és V=0 (Eccentrically compressed if M0 és V0) Example: Checking column O1 page 1. T2. Design of steel column

  2. I. Design of column O1 • I.1. Geometry, model, loads Grade of material: S235 fy = l = I.2. Calculation of internal forces I.3. Cross-section classification: (ST) page 2. T2. Design of steel column

  3. (I.4. Strength analysis) I.5. Stability analysis: (see S.A.S) Buckling resistance: page 3. T2. Design of steel column

  4. Column base Static model page 4. T2. Design of steel column

  5. analysis about y axis, in the x-z plane: analysis about z axis, in the x-y plane: (S.A.S. figure) (S.A.S figure) relevant buckling curve: relevant buckling curve: page 5. T2. Design of steel column

  6. Exercise page 6. T2. Design of steel column

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