HSS3-1/2×2×1/4

Metric Imperial

Use in Beam Calculator Open in Section Properties

Dimensions
WMass	11.8
HHeight	88.9
BWidth	50.8
t_nomNominal wall	6.35
t_desDesign wall	5.92
AArea	1,430
Major axis
I_xSecond moment of area	1.32
S_xElastic modulus	29.7
Z_xPlastic modulus	38.7
r_xRadius of gyration	30.5
y_topCentroid to top	44.45
y_botCentroid to bottom	44.45
Minor axis
I_ySecond moment of area	0.541
S_yElastic modulus	21.3
Z_yPlastic modulus	25.9
r_yRadius of gyration	19.5
Torsion and warping
JTorsion constant	1,320

Material

Standard

Grade

AISC Manual Table 2-4

Material and nominal capacity of HSS3-1/2×2×1/4 in the grade picked
Capacity (nominal, no resistance or safety factors)
Steel type	Carbon
F_yYield strength, minimum	317
F_uTensile strength, minimum	400
EModulus of elasticity	200,000
GShear modulus	77,200
νPoisson's ratio	0.3
ρDensity	7,850
Flexure class, AISC 360 Table B4.1	Compact, b/t 5.6 (λp 28.1, λr 35.2)
P_yAxial yield, A·Fy	453.3
M_yYield moment, Sx·Fy	9.415
M_pPlastic moment, Zx·Fy	12.27

HSS3-1/2×2×1/4 dimensions and section properties | Kannamwar Engineering