EN 1993-1-1:2005(E)

Cross-section UPN120Steel quality S355Eccentricity

Properties of Cross Section

Cross-section Strengthening flangesCross-section RESULTS

t f (cm) = 0,9 Cross-section Check 0,08 OKt w (cm) = 0,7

h (cm) = 12 0b (cm) = 5,5d (cm) = 10,2

A (cm 2 ) = 17,0 0,00 17,0I y (cm 4 ) = 364 364I z (cm 4 ) = 43 43

W el,y (cm 3 ) = 61 61W el,z (cm 3 ) = 11 11W pl,y (cm 3 ) = 73 0 73W pl,z (cm 3 ) = 47 47f y (N/mm 2 ) = 355,0 355,0

i y (cm) = 4,63 4,63i z (cm) = 1,59 1,59

G (kg/m) = 13,35 0,00 13,350 = 1,321 = 1,44

Eccentricity e (m)= 0,000

Acting Section Forces 1,00

Eccentricity e (m)=0,00

1,00

N = 1 kNmiddle M y = 0,0 kNm

max support M y = 1,0 kNmmin support M y = 1,0 kNm

M y = 1,0 kNm

V z = 1,0 kN

M z = 1,0 kNm

V y = 1,0 kN

Class 1

EC3 - Uniform Members in bending and Axial force

Section Forces Acting Simultaneously

A = 17,00 cm2I y = 364,00 cm4I z = 43,20 cm4

0 = 1,32f yd = 268,94 MPa

ActionsN Ed = 1 kN

M y,Ed = 1 kNmV z,Ed = 1 kNM z,Ed = 1 kNmV y,Ed = 1 kN

ResistancesA v,z = 8,74 cm2A v,y = 9,90 cm2

V z,Rd = 135,65 kNV y,Rd = 153,72 kN

Class 1W y = 73,2 cm3W z = 46,9 cm3

M y,Rd = 19,7 kNmM z,Rd = 12,6 kNm

Bending and Shear force (par. 6.2.8)V z,Ed /V z,Rd = 0,00 < 0,50 NOT reduce of moment resistance is requiredV y,Ed /Vy ,Rd = 0,00 < 0,50 NOT reduce of moment resistance is required

y = 0,00 z = 0,00

M y,V,Rd = 19,67 kNmM z,V,Rd = 12,60 kNm

Bending and Axial force (par. 6.2.9) without reduced moment resistance due to shearn= 0,00

a w = 0,50a f = 0,50

M N,y,Rd = 19,67 kNm = 1 >1M N,z,Rd = 12,60 kNm

0,08 < 1 OK 6.41

(A) Check against Resistance of Gross Cross Section

b

RdzN

Edz

a

RdyN

Edy

MM

MM

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