W 840x433 W 33x291

Canada

Dimensions

885 mm

depth

404 mm

flange width

T_f

43.9 mm

flange thickness

24.4 mm

web thickness

Secondary Dimensions

P_B

3,340 mm

perimeter

k_des

65 mm

design distance including flange thickness and web fillet

Properties

Mass

433 kg/m

weight

55,300 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

202 mm

shear center distance to edge

x-x Axis

I_x

7.36ᴇ9 mm⁴

moment of inertia

S_x

16.6ᴇ6 mm³

elastic section modulus

Z_x

18.9ᴇ6 mm³

plastic section modulus

r_x

365 mm

radius of gyration

443 mm

distance from edge to centroidal axis

y_p

443 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

484ᴇ6 mm⁴

moment of inertia

S_y

2.39ᴇ6 mm³

elastic section modulus

Z_y

3.71ᴇ6 mm³

plastic section modulus

r_y

93.5 mm

radius of gyration

202 mm

distance from edge to centroidal axis

x_p

202 mm

horizontal distance from edge to plastic neutral axis

Torsion

27ᴇ6 mm⁴

torsional constant

C_w

85.5ᴇ12 mm⁶

warping constant

W_no

85,000 mm²

normalized warping function

S_w1

377ᴇ6 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

2,810 kN-m

available flexural strength

V_n

Ω_v

2,140 kN

available shear strength

W_max

4,290 kN

maximum uniform load

Open in beam calculator →

P_max

3,690 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

551 kN-m

available flexural strength

V_n

Ω_v

3,160 kN

available shear strength

W_max

1,450 kN

maximum uniform load

Open in beam calculator →

P_max

724 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

8,220 kN

available tensile strength

P_n

Ω_c

7,770 kN

available compressive strength

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