WWF 550x280 WWF 22x188

Canada

Dimensions

550 mm

depth

550 mm

flange width

T_f

25 mm

flange thickness

16 mm

web thickness

r₁

7.9 mm

fillet radius

Secondary Dimensions

P_B

3,270 mm

perimeter

k_des

34 mm

design distance including flange thickness and web fillet

Properties

Mass

280 kg/m

weight

35,600 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

275 mm

shear center distance to edge

x-x Axis

I_x

2.07ᴇ9 mm⁴

moment of inertia

S_x

7.53ᴇ6 mm³

elastic section modulus

Z_x

8.25ᴇ6 mm³

plastic section modulus

r_x

241 mm

radius of gyration

275 mm

distance from edge to centroidal axis

y_p

275 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

693ᴇ6 mm⁴

moment of inertia

S_y

2.52ᴇ6 mm³

elastic section modulus

Z_y

3.81ᴇ6 mm³

plastic section modulus

r_y

140 mm

radius of gyration

275 mm

distance from edge to centroidal axis

x_p

275 mm

horizontal distance from edge to plastic neutral axis

Torsion

6.41ᴇ6 mm⁴

torsional constant

C_w

47.8ᴇ12 mm⁶

warping constant

W_no

72,200 mm²

normalized warping function

S_w1

248ᴇ6 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

1,220 kN-m

available flexural strength

V_n

Ω_v

874 kN

available shear strength

W_max

1,750 kN

maximum uniform load

Open in beam calculator →

P_max

1,600 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

563 kN-m

available flexural strength

V_n

Ω_v

2,450 kN

available shear strength

W_max

1,480 kN

maximum uniform load

Open in beam calculator →

P_max

738 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

5,290 kN

available tensile strength

P_n

Ω_c

5,150 kN

available compressive strength

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