W 840x226 W 33x152

Canada

Dimensions

851 mm

depth

294 mm

flange width

T_f

26.8 mm

flange thickness

16.1 mm

web thickness

Secondary Dimensions

P_B

2,850 mm

perimeter

k_des

49 mm

design distance including flange thickness and web fillet

Properties

Mass

226 kg/m

weight

28,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

147 mm

shear center distance to edge

x-x Axis

I_x

3.4ᴇ9 mm⁴

moment of inertia

S_x

7.99ᴇ6 mm³

elastic section modulus

Z_x

9.16ᴇ6 mm³

plastic section modulus

r_x

343 mm

radius of gyration

426 mm

distance from edge to centroidal axis

y_p

426 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

114ᴇ6 mm⁴

moment of inertia

S_y

774,000 mm³

elastic section modulus

Z_y

1.21ᴇ6 mm³

plastic section modulus

r_y

62.8 mm

radius of gyration

147 mm

distance from edge to centroidal axis

x_p

147 mm

horizontal distance from edge to plastic neutral axis

Torsion

5.14ᴇ6 mm⁴

torsional constant

C_w

19.3ᴇ12 mm⁶

warping constant

W_no

60,600 mm²

normalized warping function

S_w1

119ᴇ6 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

1,360 kN-m

available flexural strength

V_n

Ω_v

1,360 kN

available shear strength

W_max

2,720 kN

maximum uniform load

Open in beam calculator →

P_max

1,790 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

180 kN-m

available flexural strength

V_n

Ω_v

1,410 kN

available shear strength

W_max

472 kN

maximum uniform load

Open in beam calculator →

P_max

236 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,300 kN

available tensile strength

P_n

Ω_c

3,790 kN

available compressive strength

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