WWF 1800x575 WWF 71x388

Canada

Dimensions

1,800 mm

depth

550 mm

flange width

T_f

35 mm

flange thickness

20 mm

web thickness

r₁

9.5 mm

fillet radius

Secondary Dimensions

P_B

5,760 mm

perimeter

k_des

46 mm

design distance including flange thickness and web fillet

Properties

Mass

575 kg/m

weight

73,300 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

38.8ᴇ9 mm⁴

moment of inertia

S_x

43.1ᴇ6 mm³

elastic section modulus

Z_x

49.1ᴇ6 mm³

plastic section modulus

r_x

727 mm

radius of gyration

900 mm

distance from edge to centroidal axis

y_p

900 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

972ᴇ6 mm⁴

moment of inertia

S_y

3.53ᴇ6 mm³

elastic section modulus

Z_y

5.47ᴇ6 mm³

plastic section modulus

r_y

115 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

20.3ᴇ6 mm⁴

torsional constant

C_w

757ᴇ12 mm⁶

warping constant

W_no

243,000 mm²

normalized warping function

S_w1

1.17ᴇ9 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

7,300 kN-m

available flexural strength

V_n

Ω_v

2,720 kN

available shear strength

W_max

5,430 kN

maximum uniform load

Open in beam calculator →

P_max

5,430 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

813 kN-m

available flexural strength

V_n

Ω_v

3,430 kN

available shear strength

W_max

2,130 kN

maximum uniform load

Open in beam calculator →

P_max

1,070 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

10,900 kN

available tensile strength

P_n

Ω_c

10,500 kN

available compressive strength

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