WWF 350x315 WWF 14x211

Canada

Dimensions

350 mm

depth

350 mm

flange width

T_f

50 mm

flange thickness

20 mm

web thickness

r₁

9.5 mm

fillet radius

Secondary Dimensions

P_B

2,060 mm

perimeter

k_des

61 mm

design distance including flange thickness and web fillet

Properties

Mass

315 kg/m

weight

40,200 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

175 mm

shear center distance to edge

x-x Axis

I_x

824ᴇ6 mm⁴

moment of inertia

S_x

4.71ᴇ6 mm³

elastic section modulus

Z_x

5.58ᴇ6 mm³

plastic section modulus

r_x

143 mm

radius of gyration

175 mm

distance from edge to centroidal axis

y_p

175 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

357ᴇ6 mm⁴

moment of inertia

S_y

2.04ᴇ6 mm³

elastic section modulus

Z_y

3.09ᴇ6 mm³

plastic section modulus

r_y

94.3 mm

radius of gyration

175 mm

distance from edge to centroidal axis

x_p

175 mm

horizontal distance from edge to plastic neutral axis

Torsion

29.8ᴇ6 mm⁴

torsional constant

C_w

8.04ᴇ12 mm⁶

warping constant

W_no

26,200 mm²

normalized warping function

S_w1

115ᴇ6 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

829 kN-m

available flexural strength

V_n

Ω_v

695 kN

available shear strength

W_max

1,390 kN

maximum uniform load

Open in beam calculator →

P_max

1,090 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

459 kN-m

available flexural strength

V_n

Ω_v

3,120 kN

available shear strength

W_max

1,210 kN

maximum uniform load

Open in beam calculator →

P_max

603 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

5,970 kN

available tensile strength

P_n

Ω_c

5,660 kN

available compressive strength

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