2L6×6×9/16×3/8

Metric Imperial

Use in Beam Calculator Open in Section Properties

Dimensions
WMass	64.8
dVertical leg	152
bHorizontal leg	152
tThickness	14.3
AArea	8,320
Major axis
I_xSecond moment of area	18.3
S_xElastic modulus	167
Z_xPlastic modulus	302
r_xRadius of gyration	47
y_topCentroid to top	108.8
y_botCentroid to bottom	43.2
Minor axis
I_ySecond moment of area	37.4
S_yElastic modulus	238
Z_yPlastic modulus	398
r_yRadius of gyration	67.1

Material

Standard

Grade

ASTM A36

Material and nominal capacity of 2L6×6×9/16×3/8 in the grade picked
Capacity (nominal, no resistance or safety factors)
Steel type	Carbon
tThickness band	t up to 203 mm (8 in)
F_yYield strength, minimum	250
F_uTensile strength, minimum	400
EModulus of elasticity	200,000
GShear modulus	77,200
νPoisson's ratio	0.3
ρDensity	7,850
P_yAxial yield, A·Fy	2,080
M_yYield moment, Sx·Fy	41.75
M_pPlastic moment, Zx·Fy	75.5

2L6×6×9/16×3/8 dimensions and section properties | Kannamwar Engineering