2L8×8×9/16×3/4

Metric Imperial

Use in Beam Calculator Open in Section Properties

Dimensions
WWeight	59.2
dVertical leg	8
bHorizontal leg	8
tThickness	0.563
AArea	17.5
Major axis
I_xSecond moment of area	108
S_xElastic modulus	18.7
Z_xPlastic modulus	33.6
r_xRadius of gyration	2.49
y_topCentroid to top	5.81
y_botCentroid to bottom	2.19
Minor axis
I_ySecond moment of area	223
S_yElastic modulus	26.6
Z_yPlastic modulus	45
r_yRadius of gyration	3.57

Material

Standard

Grade

ASTM A36

Material and nominal capacity of 2L8×8×9/16×3/4 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	36
F_uTensile strength, minimum	58
EModulus of elasticity	29,000
GShear modulus	11,200
νPoisson's ratio	0.3
ρDensity	490
P_yAxial yield, A·Fy	630
M_yYield moment, Sx·Fy	56.1
M_pPlastic moment, Zx·Fy	100.8

2L8×8×9/16×3/4 dimensions and section properties | Kannamwar Engineering