AISC Steel Shape Reference

1234 shapes, grouped by series. Each page carries the full property set for one size, and a cross-section drawn to that size's own proportions: dimensions, weight per foot, area, and the moments of inertia and section moduli about every axis the shape has.

W-Shape (Wide Flange): 289 sizes

Wide-flange beams and columns, the workhorse rolled section for framing, columns and girders. Normally supplied to ASTM A992.

W4 – W8
W41W52W67W813
W21 – W27
W2121W2421W2717
W30 – W36
W3016W3313W3629
W40 – W44
W4024W446

HP-Shape (Bearing Pile): 22 sizes

Bearing piles, rolled to roughly square proportions with the flange and the web the same thickness. That is the difference from a W of the same depth: nothing in the section is thinner than anything else, so it takes driving stress without a weak element. Commonly supplied to ASTM A572 Grade 50.

HP8 – HP12
HP81HP102HP125
HP14 – HP18
HP144HP166HP184

C-Shape (American Standard Channel): 32 sizes

American Standard channels: one web, two flanges on the same side of it, and a flat back that sits against another member without a filler. The inner flange faces are sloped, which is what separates a C from an MC and why the flange thickness in the table is the average one. Used for purlins, girts, stair stringers and the collector members of a braced bay. Commonly supplied to ASTM A36.

C3 – C6
C34C44C52C63
C7 – C10
C73C83C93C104
C12 – C15
C123C153

MC-Shape (Miscellaneous Channel): 40 sizes

Miscellaneous channels, the sizes that fall outside the American Standard series. For a given depth an MC usually carries a wider flange than the C next to it, which is why it turns up as a ship channel, a crane runway cap and the edge member of a composite deck. Commonly supplied to ASTM A36.

MC3 – MC7
MC31MC41MC67MC72
MC8 – MC12
MC85MC92MC107MC127
MC13 – MC18
MC134MC184

Angle (Equal and Unequal Leg): 137 sizes

Equal and unequal leg angles, the section most bracing, lintels, connection material and built-up members are cut from. An angle is the only rolled shape here with no axis of symmetry, so its least radius of gyration is about neither the x nor the y axis but the diagonal z axis, which is the one a compression check has to use. Commonly supplied to ASTM A36.

Rectangular and Square HSS: 525 sizes

Square and rectangular hollow structural sections. A closed section carries torsion an open one cannot and has no weak axis worth the name, which is what makes it the default for columns, truss chords and exposed steel. The tabulated wall thickness is the design wall, 0.93 of the nominal, and it is the one the section properties are computed on. Normally supplied to ASTM A500 Grade C.

Round HSS: 189 sizes

Round hollow structural sections, listed by outside diameter and wall thickness. A round HSS has the same section modulus in every direction, so it has no orientation to get wrong and no weak axis at all, which is why it is the usual choice for a truss web, a pipe rack column and anything that has to look the same from all sides. It is not pipe: the wall is a design wall and the sizes are AISC's, not a nominal pipe schedule. Normally supplied to ASTM A500 Grade C.

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