WWF 400x202 WWF 16x135

Canada

Dimensions

400 mm

depth

400 mm

flange width

T_f

25 mm

flange thickness

16 mm

web thickness

r₁

7.9 mm

fillet radius

Secondary Dimensions

P_B

2,370 mm

perimeter

k_des

34 mm

design distance including flange thickness and web fillet

Properties

Mass

202 kg/m

weight

25,700 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

200 mm

shear center distance to edge

x-x Axis

I_x

765ᴇ6 mm⁴

moment of inertia

S_x

3.83ᴇ6 mm³

elastic section modulus

Z_x

4.26ᴇ6 mm³

plastic section modulus

r_x

172 mm

radius of gyration

200 mm

distance from edge to centroidal axis

y_p

200 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

267ᴇ6 mm⁴

moment of inertia

S_y

1.33ᴇ6 mm³

elastic section modulus

Z_y

2.02ᴇ6 mm³

plastic section modulus

r_y

102 mm

radius of gyration

200 mm

distance from edge to centroidal axis

x_p

200 mm

horizontal distance from edge to plastic neutral axis

Torsion

4.64ᴇ6 mm⁴

torsional constant

C_w

9.38ᴇ12 mm⁶

warping constant

W_no

37,500 mm²

normalized warping function

S_w1

93.8ᴇ6 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

633 kN-m

available flexural strength

V_n

Ω_v

635 kN

available shear strength

W_max

1,270 kN

maximum uniform load

Open in beam calculator →

P_max

831 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

300 kN-m

available flexural strength

V_n

Ω_v

1,780 kN

available shear strength

W_max

788 kN

maximum uniform load

Open in beam calculator →

P_max

394 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,820 kN

available tensile strength

P_n

Ω_c

3,640 kN

available compressive strength

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