T4. DESIGN OF TIMBER COLUMN (axial compression) T4. Design of timber column page 1. Timber framed building Floor plan Section Example: Checking column.

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T4. DESIGN OF TIMBER COLUMN (axial compression) T4. Design of timber column page 1. Timber framed building Floor plan Section Example: Checking column O1 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)

Material properties: GL28h (glued-laminated) I.Design of column O1 I.1. Geometry, model, loads l =3.00m page 2. T4. Design of timber column

I.4. Stability analysis (ST.) I.3. Ultimate limit state: strength analysis T4. Design of timber column page 3.

page 4. (In case of eccentric compression if N  0 and M  0 (and V  0), the combination of effect of normal force and moment should be checked. ) T4. Design of timber column

I.5. Checking column joint GL28h: T4. Design of timber column Complement I page 5.

T4. Design of timber column Complement II page 6.