WWF 900x231 WWF 35x156

Canada

Dimensions

900 mm

depth

400 mm

flange width

T_f

25 mm

flange thickness

11 mm

web thickness

r₁

7.9 mm

fillet radius

Secondary Dimensions

P_B

3,380 mm

perimeter

k_des

34 mm

design distance including flange thickness and web fillet

Properties

Mass

231 kg/m

weight

29,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

200 mm

shear center distance to edge

x-x Axis

I_x

4.41ᴇ9 mm⁴

moment of inertia

S_x

9.81ᴇ6 mm³

elastic section modulus

Z_x

10.8ᴇ6 mm³

plastic section modulus

r_x

387 mm

radius of gyration

450 mm

distance from edge to centroidal axis

y_p

450 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

267ᴇ6 mm⁴

moment of inertia

S_y

1.33ᴇ6 mm³

elastic section modulus

Z_y

2.03ᴇ6 mm³

plastic section modulus

r_y

95.1 mm

radius of gyration

200 mm

distance from edge to centroidal axis

x_p

200 mm

horizontal distance from edge to plastic neutral axis

Torsion

4.54ᴇ6 mm⁴

torsional constant

C_w

51.1ᴇ12 mm⁶

warping constant

W_no

87,500 mm²

normalized warping function

S_w1

219ᴇ6 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

1,610 kN-m

available flexural strength

V_n

Ω_v

845 kN

available shear strength

W_max

1,690 kN

maximum uniform load

Open in beam calculator →

P_max

1,690 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

302 kN-m

available flexural strength

V_n

Ω_v

1,780 kN

available shear strength

W_max

792 kN

maximum uniform load

Open in beam calculator →

P_max

396 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,380 kN

available tensile strength

P_n

Ω_c

4,150 kN

available compressive strength

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