HSS2.375×0.250

Metric Imperial

Use in Beam Calculator Open in Section Properties

Dimensions
WWeight	5.68
t_nomNominal wall	0.25
t_desDesign wall	0.233
ODOutside diameter	2.38
AArea	1.57
Major axis
I_xSecond moment of area	0.91
S_xElastic modulus	0.766
Z_xPlastic modulus	1.07
r_xRadius of gyration	0.762
y_topCentroid to top	1.19
y_botCentroid to bottom	1.19
Minor axis
I_ySecond moment of area	0.91
S_yElastic modulus	0.766
Z_yPlastic modulus	1.07
r_yRadius of gyration	0.762
Torsion and warping
JTorsion constant	1.82

Material

Standard

Grade

AISC Manual Table 2-4

Material and nominal capacity of HSS2.375×0.250 in the grade picked
Capacity (nominal, no resistance or safety factors)
Steel type	Carbon
F_yYield strength, minimum	42
F_uTensile strength, minimum	58
EModulus of elasticity	29,000
GShear modulus	11,200
νPoisson's ratio	0.3
ρDensity	490
Flexure class, AISC 360 Table B4.1	Compact, D/t 10.2 (λp 48.3, λr 213.8)
P_yAxial yield, A·Fy	65.94
M_yYield moment, Sx·Fy	2.681
M_pPlastic moment, Zx·Fy	3.745

HSS2.375×0.250 dimensions and section properties | Kannamwar Engineering