W 840x527 W 33x354

Canada

Dimensions

903 mm

depth

409 mm

flange width

T_f

53.1 mm

flange thickness

29.5 mm

web thickness

Secondary Dimensions

P_B

3,380 mm

perimeter

k_des

75 mm

design distance including flange thickness and web fillet

Properties

Mass

527 kg/m

weight

67,300 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

204 mm

shear center distance to edge

x-x Axis

I_x

9.15ᴇ9 mm⁴

moment of inertia

S_x

20.3ᴇ6 mm³

elastic section modulus

Z_x

23.3ᴇ6 mm³

plastic section modulus

r_x

369 mm

radius of gyration

452 mm

distance from edge to centroidal axis

y_p

452 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

607ᴇ6 mm⁴

moment of inertia

S_y

2.97ᴇ6 mm³

elastic section modulus

Z_y

4.62ᴇ6 mm³

plastic section modulus

r_y

95 mm

radius of gyration

204 mm

distance from edge to centroidal axis

x_p

205 mm

horizontal distance from edge to plastic neutral axis

Torsion

47.8ᴇ6 mm⁴

torsional constant

C_w

110ᴇ12 mm⁶

warping constant

W_no

86,900 mm²

normalized warping function

S_w1

472ᴇ6 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

3,460 kN-m

available flexural strength

V_n

Ω_v

2,640 kN

available shear strength

W_max

5,290 kN

maximum uniform load

Open in beam calculator →

P_max

4,540 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

687 kN-m

available flexural strength

V_n

Ω_v

3,870 kN

available shear strength

W_max

1,800 kN

maximum uniform load

Open in beam calculator →

P_max

901 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

10,000 kN

available tensile strength

P_n

Ω_c

9,480 kN

available compressive strength

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