WWF 1100x351 WWF 43x236

Canada

Dimensions

1,100 mm

depth

500 mm

flange width

T_f

30 mm

flange thickness

14 mm

web thickness

r₁

7.9 mm

fillet radius

Secondary Dimensions

P_B

4,170 mm

perimeter

k_des

39 mm

design distance including flange thickness and web fillet

Properties

Mass

351 kg/m

weight

44,700 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

250 mm

shear center distance to edge

x-x Axis

I_x

9.93ᴇ9 mm⁴

moment of inertia

S_x

18.1ᴇ6 mm³

elastic section modulus

Z_x

19.9ᴇ6 mm³

plastic section modulus

r_x

472 mm

radius of gyration

550 mm

distance from edge to centroidal axis

y_p

550 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

625ᴇ6 mm⁴

moment of inertia

S_y

2.5ᴇ6 mm³

elastic section modulus

Z_y

3.8ᴇ6 mm³

plastic section modulus

r_y

118 mm

radius of gyration

250 mm

distance from edge to centroidal axis

x_p

250 mm

horizontal distance from edge to plastic neutral axis

Torsion

9.95ᴇ6 mm⁴

torsional constant

C_w

179ᴇ12 mm⁶

warping constant

W_no

134,000 mm²

normalized warping function

S_w1

502ᴇ6 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

2,960 kN-m

available flexural strength

V_n

Ω_v

1,360 kN

available shear strength

W_max

2,720 kN

maximum uniform load

Open in beam calculator →

P_max

2,720 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

565 kN-m

available flexural strength

V_n

Ω_v

2,680 kN

available shear strength

W_max

1,480 kN

maximum uniform load

Open in beam calculator →

P_max

741 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

6,640 kN

available tensile strength

P_n

Ω_c

6,410 kN

available compressive strength

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