S 310x52 S 12x35

Canada

Dimensions

305 mm

depth

129 mm

flange width

T_f

13.8 mm

flange thickness

10.9 mm

web thickness

Secondary Dimensions

P_B

1,100 mm

perimeter

k_des

30 mm

design distance including flange thickness and web fillet

Properties

Mass

52 kg/m

weight

6,660 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

64.5 mm

shear center distance to edge

x-x Axis

I_x

95.9ᴇ6 mm⁴

moment of inertia

S_x

629,000 mm³

elastic section modulus

Z_x

737,000 mm³

plastic section modulus

r_x

120 mm

radius of gyration

152 mm

distance from edge to centroidal axis

y_p

152 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

4.1ᴇ6 mm⁴

moment of inertia

S_y

63,500 mm³

elastic section modulus

Z_y

112,000 mm³

plastic section modulus

r_y

24.8 mm

radius of gyration

64.5 mm

distance from edge to centroidal axis

x_p

64.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

452,000 mm⁴

torsional constant

C_w

86.9ᴇ9 mm⁶

warping constant

W_no

9,390 mm²

normalized warping function

S_w1

4.18ᴇ6 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

110 kN-m

available flexural strength

V_n

Ω_v

330 kN

available shear strength

W_max

288 kN

maximum uniform load

Open in beam calculator →

P_max

144 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

15.1 kN-m

available flexural strength

V_n

Ω_v

318 kN

available shear strength

W_max

39.6 kN

maximum uniform load

Open in beam calculator →

P_max

19.8 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

990 kN

available tensile strength

P_n

Ω_c

447 kN

available compressive strength

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