W 840x329 W 33x221

Canada

Dimensions

862 mm

depth

401 mm

flange width

T_f

32.4 mm

flange thickness

19.7 mm

web thickness

Secondary Dimensions

P_B

3,290 mm

perimeter

k_des

54 mm

design distance including flange thickness and web fillet

Properties

Mass

329 kg/m

weight

42,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

200 mm

shear center distance to edge

x-x Axis

I_x

5.36ᴇ9 mm⁴

moment of inertia

S_x

12.4ᴇ6 mm³

elastic section modulus

Z_x

14ᴇ6 mm³

plastic section modulus

r_x

357 mm

radius of gyration

431 mm

distance from edge to centroidal axis

y_p

431 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

349ᴇ6 mm⁴

moment of inertia

S_y

1.74ᴇ6 mm³

elastic section modulus

Z_y

2.69ᴇ6 mm³

plastic section modulus

r_y

91.1 mm

radius of gyration

200 mm

distance from edge to centroidal axis

x_p

201 mm

horizontal distance from edge to plastic neutral axis

Torsion

11.6ᴇ6 mm⁴

torsional constant

C_w

60ᴇ12 mm⁶

warping constant

W_no

83,200 mm²

normalized warping function

S_w1

270ᴇ6 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

2,080 kN-m

available flexural strength

V_n

Ω_v

1,690 kN

available shear strength

W_max

3,370 kN

maximum uniform load

Open in beam calculator →

P_max

2,730 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

400 kN-m

available flexural strength

V_n

Ω_v

2,320 kN

available shear strength

W_max

1,050 kN

maximum uniform load

Open in beam calculator →

P_max

525 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

6,240 kN

available tensile strength

P_n

Ω_c

5,890 kN

available compressive strength

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