W 1000x486 W 40x327

Canada

Dimensions

1,040 mm

depth

308 mm

flange width

T_f

54.1 mm

flange thickness

30 mm

web thickness

Secondary Dimensions

P_B

3,240 mm

perimeter

k_des

86 mm

design distance including flange thickness and web fillet

Properties

Mass

486 kg/m

weight

61,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

154 mm

shear center distance to edge

x-x Axis

I_x

10.2ᴇ9 mm⁴

moment of inertia

S_x

19.7ᴇ6 mm³

elastic section modulus

Z_x

23.2ᴇ6 mm³

plastic section modulus

r_x

406 mm

radius of gyration

518 mm

distance from edge to centroidal axis

y_p

518 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

266ᴇ6 mm⁴

moment of inertia

S_y

1.73ᴇ6 mm³

elastic section modulus

Z_y

2.79ᴇ6 mm³

plastic section modulus

r_y

65.5 mm

radius of gyration

154 mm

distance from edge to centroidal axis

x_p

154 mm

horizontal distance from edge to plastic neutral axis

Torsion

42.9ᴇ6 mm⁴

torsional constant

C_w

64.1ᴇ12 mm⁶

warping constant

W_no

75,600 mm²

normalized warping function

S_w1

315ᴇ6 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

3,450 kN-m

available flexural strength

V_n

Ω_v

3,090 kN

available shear strength

W_max

6,170 kN

maximum uniform load

Open in beam calculator →

P_max

4,530 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

411 kN-m

available flexural strength

V_n

Ω_v

2,970 kN

available shear strength

W_max

1,080 kN

maximum uniform load

Open in beam calculator →

P_max

540 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

9,200 kN

available tensile strength

P_n

Ω_c

8,210 kN

available compressive strength

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