S 610x180 S 24x121

Canada

Dimensions

622 mm

depth

204 mm

flange width

T_f

27.7 mm

flange thickness

20.3 mm

web thickness

Secondary Dimensions

P_B

2,020 mm

perimeter

k_des

50 mm

design distance including flange thickness and web fillet

Properties

Mass

180 kg/m

weight

22,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

102 mm

shear center distance to edge

x-x Axis

I_x

1.31ᴇ9 mm⁴

moment of inertia

S_x

4.22ᴇ6 mm³

elastic section modulus

Z_x

5.02ᴇ6 mm³

plastic section modulus

r_x

239 mm

radius of gyration

311 mm

distance from edge to centroidal axis

y_p

311 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

33.9ᴇ6 mm⁴

moment of inertia

S_y

332,000 mm³

elastic section modulus

Z_y

592,000 mm³

plastic section modulus

r_y

38.5 mm

radius of gyration

102 mm

distance from edge to centroidal axis

x_p

102 mm

horizontal distance from edge to plastic neutral axis

Torsion

5.33ᴇ6 mm⁴

torsional constant

C_w

2.99ᴇ12 mm⁶

warping constant

W_no

30,300 mm²

normalized warping function

S_w1

42.8ᴇ6 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

746 kN-m

available flexural strength

V_n

Ω_v

1,250 kN

available shear strength

W_max

1,960 kN

maximum uniform load

Open in beam calculator →

P_max

979 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

79 kN-m

available flexural strength

V_n

Ω_v

1,010 kN

available shear strength

W_max

207 kN

maximum uniform load

Open in beam calculator →

P_max

104 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,400 kN

available tensile strength

P_n

Ω_c

2,450 kN

available compressive strength

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