W 410x149 W 16x100

Canada

Dimensions

431 mm

depth

265 mm

flange width

T_f

25 mm

flange thickness

14.9 mm

web thickness

Secondary Dimensions

P_B

1,890 mm

perimeter

k_des

47 mm

design distance including flange thickness and web fillet

Properties

Mass

149 kg/m

weight

19,200 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

133 mm

shear center distance to edge

x-x Axis

I_x

625ᴇ6 mm⁴

moment of inertia

S_x

2.9ᴇ6 mm³

elastic section modulus

Z_x

3.28ᴇ6 mm³

plastic section modulus

r_x

180 mm

radius of gyration

216 mm

distance from edge to centroidal axis

y_p

216 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

77.7ᴇ6 mm⁴

moment of inertia

S_y

586,000 mm³

elastic section modulus

Z_y

902,000 mm³

plastic section modulus

r_y

63.6 mm

radius of gyration

132 mm

distance from edge to centroidal axis

x_p

133 mm

horizontal distance from edge to plastic neutral axis

Torsion

3.42ᴇ6 mm⁴

torsional constant

C_w

3.2ᴇ12 mm⁶

warping constant

W_no

26,900 mm²

normalized warping function

S_w1

44.5ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

248 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

488 kN-m

available flexural strength

V_n

Ω_v

638 kN

available shear strength

W_max

1,280 kN

maximum uniform load

Open in beam calculator →

P_max

640 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

134 kN-m

available flexural strength

V_n

Ω_v

1,180 kN

available shear strength

W_max

352 kN

maximum uniform load

Open in beam calculator →

P_max

176 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,850 kN

available tensile strength

P_n

Ω_c

2,530 kN

available compressive strength

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