W 1000x443 W 40x297

Canada

Dimensions

1,010 mm

depth

402 mm

flange width

T_f

41.9 mm

flange thickness

23.6 mm

web thickness

Secondary Dimensions

P_B

3,580 mm

perimeter

k_des

73 mm

design distance including flange thickness and web fillet

Properties

Mass

443 kg/m

weight

56,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

201 mm

shear center distance to edge

x-x Axis

I_x

9.67ᴇ9 mm⁴

moment of inertia

S_x

19.1ᴇ6 mm³

elastic section modulus

Z_x

21.8ᴇ6 mm³

plastic section modulus

r_x

414 mm

radius of gyration

506 mm

distance from edge to centroidal axis

y_p

506 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

455ᴇ6 mm⁴

moment of inertia

S_y

2.26ᴇ6 mm³

elastic section modulus

Z_y

3.53ᴇ6 mm³

plastic section modulus

r_y

89.8 mm

radius of gyration

201 mm

distance from edge to centroidal axis

x_p

201 mm

horizontal distance from edge to plastic neutral axis

Torsion

25.4ᴇ6 mm⁴

torsional constant

C_w

107ᴇ12 mm⁶

warping constant

W_no

97,500 mm²

normalized warping function

S_w1

411ᴇ6 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

3,240 kN-m

available flexural strength

V_n

Ω_v

2,370 kN

available shear strength

W_max

4,740 kN

maximum uniform load

Open in beam calculator →

P_max

4,250 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

525 kN-m

available flexural strength

V_n

Ω_v

3,000 kN

available shear strength

W_max

1,380 kN

maximum uniform load

Open in beam calculator →

P_max

689 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

8,380 kN

available tensile strength

P_n

Ω_c

7,890 kN

available compressive strength

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