WWF 350x176 WWF 14x118

Canada

Dimensions

350 mm

depth

350 mm

flange width

T_f

25 mm

flange thickness

16 mm

web thickness

r₁

7.9 mm

fillet radius

Secondary Dimensions

P_B

2,070 mm

perimeter

k_des

34 mm

design distance including flange thickness and web fillet

Properties

Mass

176 kg/m

weight

22,400 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

502ᴇ6 mm⁴

moment of inertia

S_x

2.87ᴇ6 mm³

elastic section modulus

Z_x

3.22ᴇ6 mm³

plastic section modulus

r_x

150 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

179ᴇ6 mm⁴

moment of inertia

S_y

1.02ᴇ6 mm³

elastic section modulus

Z_y

1.55ᴇ6 mm³

plastic section modulus

r_y

89.3 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

4.06ᴇ6 mm⁴

torsional constant

C_w

4.72ᴇ12 mm⁶

warping constant

W_no

28,400 mm²

normalized warping function

S_w1

62.2ᴇ6 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

479 kN-m

available flexural strength

V_n

Ω_v

556 kN

available shear strength

W_max

1,110 kN

maximum uniform load

Open in beam calculator →

P_max

628 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

230 kN-m

available flexural strength

V_n

Ω_v

1,560 kN

available shear strength

W_max

605 kN

maximum uniform load

Open in beam calculator →

P_max

302 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,330 kN

available tensile strength

P_n

Ω_c

3,130 kN

available compressive strength

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