W 610x498 W 24x335

Canada

Dimensions

699 mm

depth

343 mm

flange width

T_f

63 mm

flange thickness

35.1 mm

web thickness

Secondary Dimensions

P_B

2,700 mm

perimeter

k_des

85 mm

design distance including flange thickness and web fillet

Properties

Mass

498 kg/m

weight

63,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

172 mm

shear center distance to edge

x-x Axis

I_x

4.95ᴇ9 mm⁴

moment of inertia

S_x

14.2ᴇ6 mm³

elastic section modulus

Z_x

16.7ᴇ6 mm³

plastic section modulus

r_x

279 mm

radius of gyration

350 mm

distance from edge to centroidal axis

y_p

350 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

426ᴇ6 mm⁴

moment of inertia

S_y

2.48ᴇ6 mm³

elastic section modulus

Z_y

3.89ᴇ6 mm³

plastic section modulus

r_y

81.9 mm

radius of gyration

172 mm

distance from edge to centroidal axis

x_p

171 mm

horizontal distance from edge to plastic neutral axis

Torsion

63.2ᴇ6 mm⁴

torsional constant

C_w

43.1ᴇ12 mm⁶

warping constant

W_no

54,500 mm²

normalized warping function

S_w1

295ᴇ6 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

2,480 kN-m

available flexural strength

V_n

Ω_v

2,440 kN

available shear strength

W_max

4,870 kN

maximum uniform load

Open in beam calculator →

P_max

3,260 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

578 kN-m

available flexural strength

V_n

Ω_v

3,850 kN

available shear strength

W_max

1,520 kN

maximum uniform load

Open in beam calculator →

P_max

759 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

9,440 kN

available tensile strength

P_n

Ω_c

8,770 kN

available compressive strength

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