WWF 400x178 WWF 16x119

Canada

Dimensions

400 mm

depth

400 mm

flange width

T_f

22 mm

flange thickness

14 mm

web thickness

r₁

7.9 mm

fillet radius

Secondary Dimensions

P_B

2,370 mm

perimeter

k_des

31 mm

design distance including flange thickness and web fillet

Properties

Mass

178 kg/m

weight

22,700 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

686ᴇ6 mm⁴

moment of inertia

S_x

3.43ᴇ6 mm³

elastic section modulus

Z_x

3.79ᴇ6 mm³

plastic section modulus

r_x

174 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

235ᴇ6 mm⁴

moment of inertia

S_y

1.17ᴇ6 mm³

elastic section modulus

Z_y

1.78ᴇ6 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

3.17ᴇ6 mm⁴

torsional constant

C_w

8.39ᴇ12 mm⁶

warping constant

W_no

37,800 mm²

normalized warping function

S_w1

83.2ᴇ6 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

563 kN-m

available flexural strength

V_n

Ω_v

556 kN

available shear strength

W_max

1,110 kN

maximum uniform load

Open in beam calculator →

P_max

739 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

265 kN-m

available flexural strength

V_n

Ω_v

1,570 kN

available shear strength

W_max

694 kN

maximum uniform load

Open in beam calculator →

P_max

347 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,370 kN

available tensile strength

P_n

Ω_c

3,220 kN

available compressive strength

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