Calculation of the Gross Cross-Sectional Properties of a Load-Bearing Member from a Cold-Formed Hat Channel

Task: Verify the correctness of the calculation of the gross cross-sectional properties for load-bearing members from cold-formed profiles.

Source: [1] Worked examples according to EN 1993-1-3, Eurocode 3, Part 1-3 // ECCS TC7 TWG 7.5 Practical Improvement of Design Procedure. – 1st Ed., ECCS CECM, EKS, 2008. – 235 p.

Compliance with the codes: EN 1993-1-3.

Initial data file:

Task 1.3.sav; report – Report 1.3.doc

Program version: MAGNUM 23.1.1.3, 07.02.2024

Initial data:

h = 180 mm Section height (along the outer edge)
b = 175 mm Flange width (along the outer edge)
c = 95 mm Flange bend length (along the outer edge)
t = 3 mm Profile thickness (minus the coating thickness)
r = 3.5 mm Fillet radius (inner)

 

Results in MAGNUM:

Section

h = 175 mm
b = 180 mm
s = 3 mm
a = 95 mm
r = 3,5 mm

 

Comparison of solutions

Geometric property

[1], p. 170

MAGNUM, EN1993-1-1

%

Gross cross-sectional area, mm2

2113,2

2113,2

0

Moment of inertia about the y-y axis, mm4

10,994×106

10997360

0,03

Moment of inertia about the z-z axis, mm4

19,231×106

19231920

0.005

 

Comments

The calculation of the gross cross-sectional properties in MAGNUM is performed accurately, taking into account the fillets, due to which the calculation results correspond to the exact analytical solution.