W 1000x584 W 40x392

Canada

Dimensions

1,060 mm

depth

314 mm

flange width

T_f

64 mm

flange thickness

36.1 mm

web thickness

Secondary Dimensions

P_B

3,300 mm

perimeter

k_des

96 mm

design distance including flange thickness and web fillet

Properties

Mass

584 kg/m

weight

74,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

157 mm

shear center distance to edge

x-x Axis

I_x

12.5ᴇ9 mm⁴

moment of inertia

S_x

23.6ᴇ6 mm³

elastic section modulus

Z_x

28.1ᴇ6 mm³

plastic section modulus

r_x

409 mm

radius of gyration

528 mm

distance from edge to centroidal axis

y_p

528 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

334ᴇ6 mm⁴

moment of inertia

S_y

2.13ᴇ6 mm³

elastic section modulus

Z_y

3.48ᴇ6 mm³

plastic section modulus

r_y

67 mm

radius of gyration

157 mm

distance from edge to centroidal axis

x_p

157 mm

horizontal distance from edge to plastic neutral axis

Torsion

71.7ᴇ6 mm⁴

torsional constant

C_w

82.3ᴇ12 mm⁶

warping constant

W_no

77,900 mm²

normalized warping function

S_w1

391ᴇ6 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

4,180 kN-m

available flexural strength

V_n

Ω_v

3,780 kN

available shear strength

W_max

7,570 kN

maximum uniform load

Open in beam calculator →

P_max

5,480 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

507 kN-m

available flexural strength

V_n

Ω_v

3,580 kN

available shear strength

W_max

1,330 kN

maximum uniform load

Open in beam calculator →

P_max

665 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

11,100 kN

available tensile strength

P_n

Ω_c

9,930 kN

available compressive strength

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