WT2.5×9.5 dimensions and section properties | Kannamwar Engineering

WT2.5×9.5

Metric Imperial

Use in Beam Calculator Open in Section Properties

Dimensions
WWeight	9.5
dDepth	2.58
b_fFlange width	5.03
t_wWeb thickness	0.27
t_fFlange thickness	0.43
AArea	2.78
Major axis
I_xSecond moment of area	1.01
S_xElastic modulus	0.485
Z_xPlastic modulus	0.97
r_xRadius of gyration	0.604
y_topCentroid to top	0.487
y_botCentroid to bottom	2.093
Minor axis
I_ySecond moment of area	4.56
S_yElastic modulus	1.81
Z_yPlastic modulus	2.76
r_yRadius of gyration	1.28
Torsion and warping
JTorsion constant	0.157
C_wWarping constant	0.0775

Material

Standard

Grade

ASTM A992

Material and nominal capacity of WT2.5×9.5 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
P_yAxial yield, A·Fy	139
M_yYield moment, Sx·Fy	2.021
M_pPlastic moment, Zx·Fy	4.042