W 840x392 W 33x263

Canada

Dimensions

877 mm

depth

401 mm

flange width

T_f

39.9 mm

flange thickness

22.1 mm

web thickness

Secondary Dimensions

P_B

3,310 mm

perimeter

k_des

61 mm

design distance including flange thickness and web fillet

Properties

Mass

392 kg/m

weight

50,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

201 mm

shear center distance to edge

x-x Axis

I_x

6.6ᴇ9 mm⁴

moment of inertia

S_x

15ᴇ6 mm³

elastic section modulus

Z_x

17ᴇ6 mm³

plastic section modulus

r_x

363 mm

radius of gyration

439 mm

distance from edge to centroidal axis

y_p

439 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

430ᴇ6 mm⁴

moment of inertia

S_y

2.14ᴇ6 mm³

elastic section modulus

Z_y

3.31ᴇ6 mm³

plastic section modulus

r_y

92.7 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

20.3ᴇ6 mm⁴

torsional constant

C_w

75.3ᴇ12 mm⁶

warping constant

W_no

83,900 mm²

normalized warping function

S_w1

336ᴇ6 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

2,530 kN-m

available flexural strength

V_n

Ω_v

1,920 kN

available shear strength

W_max

3,850 kN

maximum uniform load

Open in beam calculator →

P_max

3,320 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

492 kN-m

available flexural strength

V_n

Ω_v

2,850 kN

available shear strength

W_max

1,290 kN

maximum uniform load

Open in beam calculator →

P_max

646 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

7,430 kN

available tensile strength

P_n

Ω_c

7,020 kN

available compressive strength

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