WWF 400x157 WWF 16x105

Canada

Dimensions

400 mm

depth

400 mm

flange width

T_f

20 mm

flange thickness

11 mm

web thickness

r₁

7.9 mm

fillet radius

Secondary Dimensions

P_B

2,380 mm

perimeter

k_des

29 mm

design distance including flange thickness and web fillet

Properties

Mass

157 kg/m

weight

20,100 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

625ᴇ6 mm⁴

moment of inertia

S_x

3.12ᴇ6 mm³

elastic section modulus

Z_x

3.42ᴇ6 mm³

plastic section modulus

r_x

176 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

213ᴇ6 mm⁴

moment of inertia

S_y

1.07ᴇ6 mm³

elastic section modulus

Z_y

1.61ᴇ6 mm³

plastic section modulus

r_y

103 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

2.29ᴇ6 mm⁴

torsional constant

C_w

7.7ᴇ12 mm⁶

warping constant

W_no

38,000 mm²

normalized warping function

S_w1

76ᴇ6 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

508 kN-m

available flexural strength

V_n

Ω_v

437 kN

available shear strength

W_max

874 kN

maximum uniform load

Open in beam calculator →

P_max

667 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

239 kN-m

available flexural strength

V_n

Ω_v

1,430 kN

available shear strength

W_max

628 kN

maximum uniform load

Open in beam calculator →

P_max

314 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,990 kN

available tensile strength

P_n

Ω_c

2,850 kN

available compressive strength

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