HSS1.900×0.120 dimensions and section properties | Kannamwar Engineering

HSS1.900×0.120

Metric Imperial

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Dimensions
WWeight	2.28
t_nomNominal wall	0.12
t_desDesign wall	0.111
ODOutside diameter	1.9
AArea	0.624
Major axis
I_xSecond moment of area	0.251
S_xElastic modulus	0.264
Z_xPlastic modulus	0.356
r_xRadius of gyration	0.634
y_topCentroid to top	0.95
y_botCentroid to bottom	0.95
Minor axis
I_ySecond moment of area	0.251
S_yElastic modulus	0.264
Z_yPlastic modulus	0.356
r_yRadius of gyration	0.634
Torsion and warping
JTorsion constant	0.501

Material

Standard

Grade

AISC Manual Table 2-4

Material and nominal capacity of HSS1.900×0.120 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 17.1 (λp 48.3, λr 213.8)
P_yAxial yield, A·Fy	26.21
M_yYield moment, Sx·Fy	0.924
M_pPlastic moment, Zx·Fy	1.246