HSS4-1/2×4-1/2×1/8 dimensions and section properties | Kannamwar Engineering

HSS4-1/2×4-1/2×1/8

Metric Imperial

Use in Beam Calculator Open in Section Properties

Dimensions
WWeight	7.31
HHeight	4.5
BWidth	4.5
t_nomNominal wall	0.125
t_desDesign wall	0.116
AArea	2
Major axis
I_xSecond moment of area	6.35
S_xElastic modulus	2.82
Z_xPlastic modulus	3.27
r_xRadius of gyration	1.78
y_topCentroid to top	2.25
y_botCentroid to bottom	2.25
Minor axis
I_ySecond moment of area	6.35
S_yElastic modulus	2.82
Z_yPlastic modulus	3.27
r_yRadius of gyration	1.78
Torsion and warping
JTorsion constant	9.92

Material

Standard

Grade

AISC Manual Table 2-4

Material and nominal capacity of HSS4-1/2×4-1/2×1/8 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	Slender, b/t 35.6 (λp 28.1, λr 35.2)
P_yAxial yield, A·Fy	92
M_yYield moment, Sx·Fy	10.81
M_pPlastic moment, Zx·Fy	12.53