HSS14.000×0.500

Metric Imperial

Use in Beam Calculator Open in Section Properties

Dimensions
WMass	107
t_nomNominal wall	12.7
t_desDesign wall	11.8
ODOutside diameter	356
AArea	12,800
Major axis
I_xSecond moment of area	189
S_xElastic modulus	1,060
Z_xPlastic modulus	1,400
r_xRadius of gyration	122
y_topCentroid to top	178
y_botCentroid to bottom	178
Minor axis
I_ySecond moment of area	189
S_yElastic modulus	1,060
Z_yPlastic modulus	1,400
r_yRadius of gyration	122
Torsion and warping
JTorsion constant	378,000

Material

Standard

Grade

AISC Manual Table 2-4

Material and nominal capacity of HSS14.000×0.500 in the grade picked
Capacity (nominal, no resistance or safety factors)
Steel type	Carbon
F_yYield strength, minimum	290
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, D/t 30.2 (λp 48.3, λr 213.8)
P_yAxial yield, A·Fy	3,712
M_yYield moment, Sx·Fy	307.4
M_pPlastic moment, Zx·Fy	406

HSS14.000×0.500 dimensions and section properties | Kannamwar Engineering