WWF 450x228 WWF 18x152

Canada

Dimensions

450 mm

depth

450 mm

flange width

T_f

25 mm

flange thickness

16 mm

web thickness

r₁

7.9 mm

fillet radius

Secondary Dimensions

P_B

2,670 mm

perimeter

k_des

34 mm

design distance including flange thickness and web fillet

Properties

Mass

228 kg/m

weight

29,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

225 mm

shear center distance to edge

x-x Axis

I_x

1.11ᴇ9 mm⁴

moment of inertia

S_x

4.92ᴇ6 mm³

elastic section modulus

Z_x

5.45ᴇ6 mm³

plastic section modulus

r_x

195 mm

radius of gyration

225 mm

distance from edge to centroidal axis

y_p

225 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

380ᴇ6 mm⁴

moment of inertia

S_y

1.69ᴇ6 mm³

elastic section modulus

Z_y

2.56ᴇ6 mm³

plastic section modulus

r_y

114 mm

radius of gyration

225 mm

distance from edge to centroidal axis

x_p

225 mm

horizontal distance from edge to plastic neutral axis

Torsion

5.23ᴇ6 mm⁴

torsional constant

C_w

17.2ᴇ12 mm⁶

warping constant

W_no

47,800 mm²

normalized warping function

S_w1

134ᴇ6 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

810 kN-m

available flexural strength

V_n

Ω_v

715 kN

available shear strength

W_max

1,430 kN

maximum uniform load

Open in beam calculator →

P_max

1,060 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

380 kN-m

available flexural strength

V_n

Ω_v

2,010 kN

available shear strength

W_max

999 kN

maximum uniform load

Open in beam calculator →

P_max

499 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,310 kN

available tensile strength

P_n

Ω_c

4,150 kN

available compressive strength

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