W 840x576 W 33x387

Canada

Dimensions

913 mm

depth

411 mm

flange width

T_f

57.9 mm

flange thickness

32 mm

web thickness

Secondary Dimensions

P_B

3,410 mm

perimeter

k_des

79 mm

design distance including flange thickness and web fillet

Properties

Mass

576 kg/m

weight

73,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

206 mm

shear center distance to edge

x-x Axis

I_x

10.1ᴇ9 mm⁴

moment of inertia

S_x

22.2ᴇ6 mm³

elastic section modulus

Z_x

25.6ᴇ6 mm³

plastic section modulus

r_x

371 mm

radius of gyration

456 mm

distance from edge to centroidal axis

y_p

456 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

672ᴇ6 mm⁴

moment of inertia

S_y

3.27ᴇ6 mm³

elastic section modulus

Z_y

5.1ᴇ6 mm³

plastic section modulus

r_y

95.7 mm

radius of gyration

206 mm

distance from edge to centroidal axis

x_p

206 mm

horizontal distance from edge to plastic neutral axis

Torsion

61.7ᴇ6 mm⁴

torsional constant

C_w

123ᴇ12 mm⁶

warping constant

W_no

87,900 mm²

normalized warping function

S_w1

523ᴇ6 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

3,800 kN-m

available flexural strength

V_n

Ω_v

2,900 kN

available shear strength

W_max

5,800 kN

maximum uniform load

Open in beam calculator →

P_max

4,990 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

758 kN-m

available flexural strength

V_n

Ω_v

4,240 kN

available shear strength

W_max

1,990 kN

maximum uniform load

Open in beam calculator →

P_max

995 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

10,900 kN

available tensile strength

P_n

Ω_c

10,300 kN

available compressive strength

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