Four steps
- Profile. L, T, flat bar, or a bulb flat. For HP pick a catalogue size;
off-catalogue dimensions are interpolated within the same b family, and outside the
family SectionPro falls back to the BV NR467 Pt B Ch 4 Sec 6 [1.4.1] equivalent
built-up section (about ±10 %). The Calculation Basis panel says which of the three
was used. In a T, h is the web height, flange excluded.
- Attached plate. The plate goes on the profile foot — the web tip on a T
or an L, the flat back face on an HP. You enter the width:
effective breadth is not computed.
- Angle. A profile not square to the plate is handled by rotating the
centroidal inertias (Mohr, with the product of inertia Ixy); the effective
height becomes h·sin α. Approximate for a bulb.
- Corrosion. Pick the compartment on each face of the plate; t_c comes from
BV NR467 Pt B Ch 4 Sec 3 Table 1. Gross and net properties are then shown
side by side.
Reading the drawing
Profile and plate outline
Dimension lines
Neutral axis and centroid
Click a dimension on the drawing to edit it. The screen drawing and the
one in the PDF are the same palette, so the sheet looks like what you checked.
Corrosion: what the rule adds on top
The table gives one value per face. These are conditions, not list
entries, and SectionPro does not apply them for you:
+1,0 mm on the plate surface within 3 m above the chain locker bottom (Tab 1 fn 2);
+0,50 mm on dry bulk hold frames, ordinary stiffeners and primary supporting members
within 3 m above the hold bottom (fn 9); a coated chemical tank may be taken at
0 (fn 3, IBC Code Ch. 6). Where a member sees more than one value,
[1.2.5] puts the most onerous one on the whole strake.
What it does not do
Section properties only — no stress, buckling or strength check, and no
effective breadth. The self-check button in the header runs the built-in cases
against the live code and shows the count; click it for the list.