W 610x101 W 24x68

Canada

Dimensions

603 mm

depth

228 mm

flange width

T_f

14.9 mm

flange thickness

10.5 mm

web thickness

Secondary Dimensions

P_B

2,100 mm

perimeter

k_des

37 mm

design distance including flange thickness and web fillet

Properties

Mass

101 kg/m

weight

13,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

114 mm

shear center distance to edge

x-x Axis

I_x

764ᴇ6 mm⁴

moment of inertia

S_x

2.53ᴇ6 mm³

elastic section modulus

Z_x

2.9ᴇ6 mm³

plastic section modulus

r_x

243 mm

radius of gyration

301 mm

distance from edge to centroidal axis

y_p

302 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

29.5ᴇ6 mm⁴

moment of inertia

S_y

259,000 mm³

elastic section modulus

Z_y

404,000 mm³

plastic section modulus

r_y

47.7 mm

radius of gyration

114 mm

distance from edge to centroidal axis

x_p

114 mm

horizontal distance from edge to plastic neutral axis

Torsion

781,000 mm⁴

torsional constant

C_w

2.55ᴇ12 mm⁶

warping constant

W_no

33,500 mm²

normalized warping function

S_w1

28.5ᴇ6 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

431 kN-m

available flexural strength

V_n

Ω_v

629 kN

available shear strength

W_max

1,130 kN

maximum uniform load

Open in beam calculator →

P_max

566 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

60 kN-m

available flexural strength

V_n

Ω_v

606 kN

available shear strength

W_max

158 kN

maximum uniform load

Open in beam calculator →

P_max

78.8 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,930 kN

available tensile strength

P_n

Ω_c

1,560 kN

available compressive strength

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