Euro Code 3 (Flow Chart)

5
Flowchart for the design result check of steel member Start Determine class of cross section (Class1, Class2, Class3, Class4) 5.3 Check design axial resistance Check design resistance moment C C' Check lateral torsional buckling resistance of member subject to bending D A A' D' Check resistance under the combined effects of axial load and moment E E' End Check design shear resistance B B' Note: The flowchart shown herein illustrates the conceptual process of algorithm. This is not intended for program coding

Transcript of Euro Code 3 (Flow Chart)

Page 1: Euro Code 3 (Flow Chart)

Flowchart for the design result check of steel member

Start

Determine class of cross section(Class1, Class2, Class3, Class4)

5.3

Check design axial resistance

Check design resistance moment

C

C'

Check lateral torsional buckling resistance ofmember subject to bending

D

A

A'

D'

Check resistance under the combined effects ofaxial load and moment

E E' End

Check design shear resistance

B

B'

Note: The flowchart shown herein illustrates the conceptual process of algorithm. This is not intended for program coding

Page 2: Euro Code 3 (Flow Chart)

Flowchart A-A', design axial resistance

A

Determine design tension resistance (Nt.Rd)

5.4.3 (1) a

4.7.3

Check slenderness

Determine design compression resistance (Nc.Rd)

5.4.4 (2)

A'

Is compression member?Yes No

Check design tension resistance criterion(NSd Nt.Rd)≤

(5.13)

Determine design buckling resistance (Nb.Rd)

(5.45)

Check design compression resistance criterion( NSd min(Nc.Rd , Nb.Rd) )≤

Page 3: Euro Code 3 (Flow Chart)

Determine design plastic shear resistance (Vpl.Rd)

5.4.6

B

Determine reduced design plastic resistancemoment (MV.Rd)

5.4.7 (3)

Flowchart C-C', design resistance moment

C

C'

Flowchart B-B', design shear resistance

B'

shear force exist?

Yes

No

Yes

NoVSd / Vpl.Rd > 0.5

(5.20)

Determine design shear buckling resistance(Vbe.Rd)

(5.58)

d/tw > 69No

Yes

Check design shear resistance criterion( VSd min(Vpl.Rd , Vbe.Rd))≤

Determine design resistance moment (Mc.Rd )

5.4.5.2

Check design resistance moment criterion

5.4.7 (3)

Page 4: Euro Code 3 (Flow Chart)

Flowchart D-D', lateral torsional buckling resistance

5.5.2

D

Determine elastic critical moment (Mcr)

Annex F.1.1

Annex F.2.1

D'

Check design buckling resistance criterion

Yes

uniform symmetrical sectionwith equal flanges?

No

Determine slenderness ratio ( )__

LTλ

Determine design buckling resistance moment(Mb.Rd)

Page 5: Euro Code 3 (Flow Chart)

Flowchart E-E', resistance check under thecombined effects of axial load and moment

E

E'

check capacity under the combined effects oftension and moment

5.4.8.2

Is tension member?Yes No

check capacity under the combined effects oftension and moment

5.4.8.1

Class1 or Class2 ?

Class3 ?

check capacity under the combined effects oftension and moment

5.4.8.3

Yes

Yes

No

No

check resistance under the combined effects ofcompression and moment

5.4.8.2

check resistance under the combined effects ofcompression and moment

5.4.8.1

Class1 or Class2 ?

Class3 ?

check resistance under the combined effects ofcompression and moment

5.4.8.3

Yes

Yes

No

No

E'

check resistance under the combined effects ofcompression and moment

5.5.4