W 610x82 W 24x55

Canada

Dimensions

599 mm

depth

178 mm

flange width

T_f

12.8 mm

flange thickness

10 mm

web thickness

Secondary Dimensions

P_B

1,890 mm

perimeter

k_des

34 mm

design distance including flange thickness and web fillet

Properties

Mass

82 kg/m

weight

10,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

89 mm

shear center distance to edge

x-x Axis

I_x

565ᴇ6 mm⁴

moment of inertia

S_x

1.88ᴇ6 mm³

elastic section modulus

Z_x

2.21ᴇ6 mm³

plastic section modulus

r_x

232 mm

radius of gyration

300 mm

distance from edge to centroidal axis

y_p

300 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

12.1ᴇ6 mm⁴

moment of inertia

S_y

136,000 mm³

elastic section modulus

Z_y

219,000 mm³

plastic section modulus

r_y

34 mm

radius of gyration

89 mm

distance from edge to centroidal axis

x_p

89 mm

horizontal distance from edge to plastic neutral axis

Torsion

510,000 mm⁴

torsional constant

C_w

1.04ᴇ12 mm⁶

warping constant

W_no

26,100 mm²

normalized warping function

S_w1

14.9ᴇ6 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

328 kN-m

available flexural strength

V_n

Ω_v

595 kN

available shear strength

W_max

862 kN

maximum uniform load

Open in beam calculator →

P_max

431 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

32.3 kN-m

available flexural strength

V_n

Ω_v

406 kN

available shear strength

W_max

84.9 kN

maximum uniform load

Open in beam calculator →

P_max

42.4 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,560 kN

available tensile strength

P_n

Ω_c

1,020 kN

available compressive strength

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