W 610x91 W 24x61

Canada

Dimensions

598 mm

depth

227 mm

flange width

T_f

12.7 mm

flange thickness

9.7 mm

web thickness

Secondary Dimensions

P_B

2,080 mm

perimeter

k_des

35 mm

design distance including flange thickness and web fillet

Properties

Mass

91 kg/m

weight

11,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

113 mm

shear center distance to edge

x-x Axis

I_x

657ᴇ6 mm⁴

moment of inertia

S_x

2.2ᴇ6 mm³

elastic section modulus

Z_x

2.52ᴇ6 mm³

plastic section modulus

r_x

239 mm

radius of gyration

299 mm

distance from edge to centroidal axis

y_p

299 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

24.8ᴇ6 mm⁴

moment of inertia

S_y

219,000 mm³

elastic section modulus

Z_y

342,000 mm³

plastic section modulus

r_y

46.5 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

531,000 mm⁴

torsional constant

C_w

2.12ᴇ12 mm⁶

warping constant

W_no

33,200 mm²

normalized warping function

S_w1

23.9ᴇ6 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

375 kN-m

available flexural strength

V_n

Ω_v

576 kN

available shear strength

W_max

983 kN

maximum uniform load

Open in beam calculator →

P_max

492 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

50.8 kN-m

available flexural strength

V_n

Ω_v

514 kN

available shear strength

W_max

133 kN

maximum uniform load

Open in beam calculator →

P_max

66.7 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,710 kN

available tensile strength

P_n

Ω_c

1,360 kN

available compressive strength

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