WWF 450x177 WWF 18x119

Canada

Dimensions

450 mm

depth

450 mm

flange width

T_f

20 mm

flange thickness

11 mm

web thickness

r₁

7.9 mm

fillet radius

Secondary Dimensions

P_B

2,680 mm

perimeter

k_des

29 mm

design distance including flange thickness and web fillet

Properties

Mass

177 kg/m

weight

22,600 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

901ᴇ6 mm⁴

moment of inertia

S_x

4ᴇ6 mm³

elastic section modulus

Z_x

4.36ᴇ6 mm³

plastic section modulus

r_x

200 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

304ᴇ6 mm⁴

moment of inertia

S_y

1.35ᴇ6 mm³

elastic section modulus

Z_y

2.04ᴇ6 mm³

plastic section modulus

r_y

116 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

2.58ᴇ6 mm⁴

torsional constant

C_w

14ᴇ12 mm⁶

warping constant

W_no

48,400 mm²

normalized warping function

S_w1

109ᴇ6 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

642 kN-m

available flexural strength

V_n

Ω_v

491 kN

available shear strength

W_max

983 kN

maximum uniform load

Open in beam calculator →

P_max

842 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

299 kN-m

available flexural strength

V_n

Ω_v

1,610 kN

available shear strength

W_max

785 kN

maximum uniform load

Open in beam calculator →

P_max

392 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,360 kN

available tensile strength

P_n

Ω_c

3,230 kN

available compressive strength

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