HSS3.500×0.216 dimensions and section properties | Kannamwar Engineering

HSS3.500×0.216

Metric Imperial

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Dimensions
WWeight	7.58
t_nomNominal wall	0.216
t_desDesign wall	0.201
ODOutside diameter	3.5
AArea	2.08
Major axis
I_xSecond moment of area	2.84
S_xElastic modulus	1.63
Z_xPlastic modulus	2.19
r_xRadius of gyration	1.17
y_topCentroid to top	1.75
y_botCentroid to bottom	1.75
Minor axis
I_ySecond moment of area	2.84
S_yElastic modulus	1.63
Z_yPlastic modulus	2.19
r_yRadius of gyration	1.17
Torsion and warping
JTorsion constant	5.69

Material

Standard

Grade

AISC Manual Table 2-4

Material and nominal capacity of HSS3.500×0.216 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 17.4 (λp 48.3, λr 213.8)
P_yAxial yield, A·Fy	87.36
M_yYield moment, Sx·Fy	5.705
M_pPlastic moment, Zx·Fy	7.665