W6×25 dimensions and section properties | Kannamwar Engineering

W6×25

Metric Imperial

Use in Beam Calculator Open in Section Properties

Dimensions
WWeight	25
dDepth	6.38
b_fFlange width	6.08
t_wWeb thickness	0.32
t_fFlange thickness	0.455
AArea	7.34
Major axis
I_xSecond moment of area	53.4
S_xElastic modulus	16.7
Z_xPlastic modulus	18.9
r_xRadius of gyration	2.7
y_topCentroid to top	3.19
y_botCentroid to bottom	3.19
Minor axis
I_ySecond moment of area	17.1
S_yElastic modulus	5.61
Z_yPlastic modulus	8.56
r_yRadius of gyration	1.52
Torsion and warping
JTorsion constant	0.461
C_wWarping constant	150

Material

Standard

Grade

ASTM A992

Material and nominal capacity of W6×25 in the grade picked
Capacity (nominal, no resistance or safety factors)
Steel type	High-Strength Low-Alloy
F_yYield strength, minimum	50
F_uTensile strength, minimum	65
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 6.6 (λp 9.1, λr 24.1)
P_yAxial yield, A·Fy	367
M_yYield moment, Sx·Fy	69.58
M_pPlastic moment, Zx·Fy	78.75