M10×8 dimensions and section properties | Kannamwar Engineering

M10×8

Metric Imperial

Use in Beam Calculator Open in Section Properties

Dimensions
WWeight	8
dDepth	9.95
b_fFlange width	2.69
t_wWeb thickness	0.141
t_fFlange thickness	0.182
AArea	2.37
Major axis
I_xSecond moment of area	34.6
S_xElastic modulus	6.95
Z_xPlastic modulus	8.2
r_xRadius of gyration	3.82
y_topCentroid to top	4.975
y_botCentroid to bottom	4.975
Minor axis
I_ySecond moment of area	0.593
S_yElastic modulus	0.441
Z_yPlastic modulus	0.711
r_yRadius of gyration	0.5
Torsion and warping
JTorsion constant	0.0224
C_wWarping constant	14.2

Material

Standard

Grade

ASTM A36

Material and nominal capacity of M10×8 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	36
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, bf/2tf 7.4 (λp 10.7, λr 28.3)
P_yAxial yield, A·Fy	85.32
M_yYield moment, Sx·Fy	20.85
M_pPlastic moment, Zx·Fy	24.6