What is the section modulus of L2-1/2X2-1/2X3/16?

Sx = 0.295 inÃÂÃÂ³, Zx = 0.529 inÃÂÃÂ³ (strong axis). Sy = 0.295 inÃÂÃÂ³, Zy = 0.529 inÃÂÃÂ³ (weak axis).

What steel grade is standard for L2-1/2X2-1/2X3/16?

ASTM A36 (Fy = 36 ksi) for angles. Verify with mill certificate.

What is the moment of inertia of L2-1/2X2-1/2X3/16?

Ix = 0.535 inÃÂ¢ÃÂÃÂ´ about the strong axis and Iy = 0.535 inÃÂ¢ÃÂÃÂ´ about the weak axis. The radius of gyration is rx = 0.771 in and ry = 0.771 in.

L2-1/2X2-1/2X3/16 Steel Angle — Section Properties

Dimensions

Property	Value	Unit
Leg Length (leg)	2.5	6.35 cm
Leg Thickness (t)	0.188	0.48 cm
Area (A)	0.901 in²	5.8 cmÃÂÃÂ²
Weight	3.07 lb/ft	4.6 kg/m

Elastic Section Properties

Property	Strong Axis (X-X)	Weak Axis (Y-Y)	Unit
Moment of Inertia (I)	0.535	0.535	in⁴
Elastic Section Modulus (S)	0.295	0.295	in³
Plastic Section Modulus (Z)	0.529	0.529	in³
Radius of Gyration (r)	0.771	0.771	in

Torsional Properties

Property	Value	Unit
Torsional Constant (J)	0.011	in⁴
Warping Constant (Cw)	0.005	in⁶

Section Profile Summary

This is a standard hot-rolled section profile covered by AISC 360. The tabulated section properties are computed from the nominal dimensions per the governing material standard. With Ix = 0.535 in⁴, the strong-axis flexural stiffness is suitable for preliminary sizing of beams and beam-columns.

Key Design Checks (AISC 360)

Check	Formula	This Section
Plastic moment	Mp = Zx × Fy	26.45 kip-in
Deflection	Δ = 5wLÃÂ¢ÃÂÃÂ´/(384EIx)	Use Ix = 0.535 in⁴
Torsion	St. Venant = GJ/L	J = 0.011 in⁴
Column buckling	KL/r ÃÂ¢ÃÂÃÂ Fcr	r_x = 0.771 in

Design Notes

Compactness: Verify flange and web slenderness against AISC 360 Table B4.1 classification limits for the governing load case (pure compression, pure flexure, or combined).
Combined loading: For members under simultaneous axial force and bending, use the interaction equations in AISC 360 Section H. The governing equation depends on the ratio of required to available axial strength.
Connection limit states: Check bolt bearing, tear-out, block shear, and weld strength at all connections. The governing connection limit state often controls the member size selection.

Verification (AISC 360): All designs using this section must be verified by a licensed Professional Engineer. Before finalizing member selection, check beam-column interaction (P-M), lateral-torsional buckling, serviceability deflections, and all connection limit states. See Engineering Disclaimer.

Related Resources

Design Resources

Section Properties Lookup — Compare with similar sections
Steel Beam Sizes Reference — Standard beam dimensions

Educational reference only. Verify all section properties against the current AISC 360 Manual and mill certificates before design. Results are PRELIMINARY — NOT FOR CONSTRUCTION.