T2. DESIGN OF STEEL COLUMN

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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

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

I. Design of column O1

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

(I.4. Strength analysis)

I.5. Stability analysis: (see S.A.S)

Buckling resistance:

page 3.

T2. Design of steel column

Column base Static model

page 4.

T2. Design of steel column

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

Exercise

page 6.

T2. Design of steel column