HSS14×10×3/8 dimensions and section properties | Kannamwar Engineering

HSS14×10×3/8

Metric Imperial

Use in Beam Calculator Open in Section Properties

Dimensions
WWeight	58.1
HHeight	14
BWidth	10
t_nomNominal wall	0.375
t_desDesign wall	0.349
AArea	16
Major axis
I_xSecond moment of area	447
S_xElastic modulus	63.9
Z_xPlastic modulus	76.3
r_xRadius of gyration	5.29
y_topCentroid to top	7
y_botCentroid to bottom	7
Minor axis
I_ySecond moment of area	267
S_yElastic modulus	53.4
Z_yPlastic modulus	60.7
r_yRadius of gyration	4.09
Torsion and warping
JTorsion constant	528

Material

Standard

Grade

AISC Manual Table 2-4

Material and nominal capacity of HSS14×10×3/8 in the grade picked
Capacity (nominal, no resistance or safety factors)
Steel type	Carbon
F_yYield strength, minimum	46
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, b/t 25.7 (λp 28.1, λr 35.2)
P_yAxial yield, A·Fy	736
M_yYield moment, Sx·Fy	244.9
M_pPlastic moment, Zx·Fy	292.5