W 1000x591 W 40x397

Canada

Dimensions

1,040 mm

depth

409 mm

flange width

T_f

55.9 mm

flange thickness

31 mm

web thickness

Secondary Dimensions

P_B

3,650 mm

perimeter

k_des

87 mm

design distance including flange thickness and web fillet

Properties

Mass

591 kg/m

weight

75,300 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

205 mm

shear center distance to edge

x-x Axis

I_x

13.3ᴇ9 mm⁴

moment of inertia

S_x

25.6ᴇ6 mm³

elastic section modulus

Z_x

29.5ᴇ6 mm³

plastic section modulus

r_x

421 mm

radius of gyration

520 mm

distance from edge to centroidal axis

y_p

520 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

640ᴇ6 mm⁴

moment of inertia

S_y

3.13ᴇ6 mm³

elastic section modulus

Z_y

4.92ᴇ6 mm³

plastic section modulus

r_y

92.2 mm

radius of gyration

204 mm

distance from edge to centroidal axis

x_p

204 mm

horizontal distance from edge to plastic neutral axis

Torsion

59ᴇ6 mm⁴

torsional constant

C_w

155ᴇ12 mm⁶

warping constant

W_no

101,000 mm²

normalized warping function

S_w1

575ᴇ6 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

4,380 kN-m

available flexural strength

V_n

Ω_v

3,200 kN

available shear strength

W_max

6,400 kN

maximum uniform load

Open in beam calculator →

P_max

5,750 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

731 kN-m

available flexural strength

V_n

Ω_v

4,080 kN

available shear strength

W_max

1,920 kN

maximum uniform load

Open in beam calculator →

P_max

960 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

11,200 kN

available tensile strength

P_n

Ω_c

10,600 kN

available compressive strength

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