WWF 500x343 WWF 20x230

Canada

Dimensions

500 mm

depth

500 mm

flange width

T_f

35 mm

flange thickness

20 mm

web thickness

r₁

9.5 mm

fillet radius

Secondary Dimensions

P_B

2,960 mm

perimeter

k_des

46 mm

design distance including flange thickness and web fillet

Properties

Mass

343 kg/m

weight

43,800 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

250 mm

shear center distance to edge

x-x Axis

I_x

2.04ᴇ9 mm⁴

moment of inertia

S_x

8.14ᴇ6 mm³

elastic section modulus

Z_x

9.1ᴇ6 mm³

plastic section modulus

r_x

216 mm

radius of gyration

250 mm

distance from edge to centroidal axis

y_p

250 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

729ᴇ6 mm⁴

moment of inertia

S_y

2.92ᴇ6 mm³

elastic section modulus

Z_y

4.42ᴇ6 mm³

plastic section modulus

r_y

129 mm

radius of gyration

250 mm

distance from edge to centroidal axis

x_p

250 mm

horizontal distance from edge to plastic neutral axis

Torsion

15.4ᴇ6 mm⁴

torsional constant

C_w

39.4ᴇ12 mm⁶

warping constant

W_no

58,100 mm²

normalized warping function

S_w1

254ᴇ6 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

1,350 kN-m

available flexural strength

V_n

Ω_v

993 kN

available shear strength

W_max

1,990 kN

maximum uniform load

Open in beam calculator →

P_max

1,770 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

657 kN-m

available flexural strength

V_n

Ω_v

3,120 kN

available shear strength

W_max

1,720 kN

maximum uniform load

Open in beam calculator →

P_max

862 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

6,510 kN

available tensile strength

P_n

Ω_c

6,320 kN

available compressive strength

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