WWF 700x152 WWF 28x102

Canada

Dimensions

700 mm

depth

300 mm

flange width

T_f

20 mm

flange thickness

11 mm

web thickness

r₁

7.9 mm

fillet radius

Secondary Dimensions

P_B

2,580 mm

perimeter

k_des

29 mm

design distance including flange thickness and web fillet

Properties

Mass

152 kg/m

weight

19,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

150 mm

shear center distance to edge

x-x Axis

I_x

1.66ᴇ9 mm⁴

moment of inertia

S_x

4.76ᴇ6 mm³

elastic section modulus

Z_x

5.32ᴇ6 mm³

plastic section modulus

r_x

293 mm

radius of gyration

350 mm

distance from edge to centroidal axis

y_p

350 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

90.1ᴇ6 mm⁴

moment of inertia

S_y

601,000 mm³

elastic section modulus

Z_y

921,000 mm³

plastic section modulus

r_y

68.2 mm

radius of gyration

150 mm

distance from edge to centroidal axis

x_p

150 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.89ᴇ6 mm⁴

torsional constant

C_w

10.4ᴇ12 mm⁶

warping constant

W_no

51,000 mm²

normalized warping function

S_w1

76.5ᴇ6 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

791 kN-m

available flexural strength

V_n

Ω_v

764 kN

available shear strength

W_max

1,530 kN

maximum uniform load

Open in beam calculator →

P_max

1,040 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

137 kN-m

available flexural strength

V_n

Ω_v

1,070 kN

available shear strength

W_max

359 kN

maximum uniform load

Open in beam calculator →

P_max

180 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,880 kN

available tensile strength

P_n

Ω_c

2,600 kN

available compressive strength

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