HSS1.660×0.140

Metric Imperial

Use in Beam Calculator Open in Section Properties

Dimensions
WWeight	2.27
t_nomNominal wall	0.14
t_desDesign wall	0.13
ODOutside diameter	1.66
AArea	0.625
Major axis
I_xSecond moment of area	0.184
S_xElastic modulus	0.222
Z_xPlastic modulus	0.305
r_xRadius of gyration	0.543
y_topCentroid to top	0.83
y_botCentroid to bottom	0.83
Minor axis
I_ySecond moment of area	0.184
S_yElastic modulus	0.222
Z_yPlastic modulus	0.305
r_yRadius of gyration	0.543
Torsion and warping
JTorsion constant	0.368

Material

Standard

Grade

AISC Manual Table 2-4

Material and nominal capacity of HSS1.660×0.140 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 12.8 (λp 48.3, λr 213.8)
P_yAxial yield, A·Fy	26.25
M_yYield moment, Sx·Fy	0.777
M_pPlastic moment, Zx·Fy	1.067

HSS1.660×0.140 dimensions and section properties | Kannamwar Engineering