S 610x158 S 24x106

Canada

Dimensions

622 mm

depth

200 mm

flange width

T_f

27.7 mm

flange thickness

15.7 mm

web thickness

Secondary Dimensions

P_B

2,010 mm

perimeter

k_des

50 mm

design distance including flange thickness and web fillet

Properties

Mass

158 kg/m

weight

20,100 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

100 mm

shear center distance to edge

x-x Axis

I_x

1.22ᴇ9 mm⁴

moment of inertia

S_x

3.94ᴇ6 mm³

elastic section modulus

Z_x

4.58ᴇ6 mm³

plastic section modulus

r_x

247 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

31.6ᴇ6 mm⁴

moment of inertia

S_y

316,000 mm³

elastic section modulus

Z_y

545,000 mm³

plastic section modulus

r_y

39.7 mm

radius of gyration

100 mm

distance from edge to centroidal axis

x_p

100 mm

horizontal distance from edge to plastic neutral axis

Torsion

4.21ᴇ6 mm⁴

torsional constant

C_w

2.79ᴇ12 mm⁶

warping constant

W_no

29,700 mm²

normalized warping function

S_w1

41.2ᴇ6 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

681 kN-m

available flexural strength

V_n

Ω_v

970 kN

available shear strength

W_max

1,790 kN

maximum uniform load

Open in beam calculator →

P_max

893 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

75.1 kN-m

available flexural strength

V_n

Ω_v

988 kN

available shear strength

W_max

197 kN

maximum uniform load

Open in beam calculator →

P_max

98.6 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,990 kN

available tensile strength

P_n

Ω_c

2,190 kN

available compressive strength

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