W 1000x642 W 40x431

Canada

Dimensions

1,050 mm

depth

412 mm

flange width

T_f

59.9 mm

flange thickness

34 mm

web thickness

Secondary Dimensions

P_B

3,680 mm

perimeter

k_des

91 mm

design distance including flange thickness and web fillet

Properties

Mass

642 kg/m

weight

81,700 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

206 mm

shear center distance to edge

x-x Axis

I_x

14.5ᴇ9 mm⁴

moment of inertia

S_x

27.7ᴇ6 mm³

elastic section modulus

Z_x

32.1ᴇ6 mm³

plastic section modulus

r_x

421 mm

radius of gyration

524 mm

distance from edge to centroidal axis

y_p

524 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

702ᴇ6 mm⁴

moment of inertia

S_y

3.41ᴇ6 mm³

elastic section modulus

Z_y

5.37ᴇ6 mm³

plastic section modulus

r_y

92.7 mm

radius of gyration

206 mm

distance from edge to centroidal axis

x_p

206 mm

horizontal distance from edge to plastic neutral axis

Torsion

73.5ᴇ6 mm⁴

torsional constant

C_w

171ᴇ12 mm⁶

warping constant

W_no

102,000 mm²

normalized warping function

S_w1

628ᴇ6 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

4,770 kN-m

available flexural strength

V_n

Ω_v

3,540 kN

available shear strength

W_max

7,080 kN

maximum uniform load

Open in beam calculator →

P_max

6,260 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

798 kN-m

available flexural strength

V_n

Ω_v

4,400 kN

available shear strength

W_max

2,090 kN

maximum uniform load

Open in beam calculator →

P_max

1,050 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

12,100 kN

available tensile strength

P_n

Ω_c

11,500 kN

available compressive strength

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