S 150x19 S 6x12.5

Canada

Dimensions

152 mm

depth

85 mm

flange width

T_f

9.1 mm

flange thickness

5.9 mm

web thickness

Secondary Dimensions

k_des

20 mm

design distance including flange thickness and web fillet

Properties

Mass

19 kg/m

weight

2,370 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

42.5 mm

shear center distance to edge

x-x Axis

I_x

9.16ᴇ6 mm⁴

moment of inertia

S_x

121,000 mm³

elastic section modulus

Z_x

138,000 mm³

plastic section modulus

r_x

62.2 mm

radius of gyration

76 mm

distance from edge to centroidal axis

y_p

76 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

765,000 mm⁴

moment of inertia

S_y

18,000 mm³

elastic section modulus

Z_y

30,600 mm³

plastic section modulus

r_y

18 mm

radius of gyration

42.5 mm

distance from edge to centroidal axis

x_p

42.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

68,500 mm⁴

torsional constant

C_w

3.9ᴇ9 mm⁶

warping constant

W_no

3,040 mm²

normalized warping function

S_w1

587,000 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

20.5 kN-m

available flexural strength

V_n

Ω_v

89 kN

available shear strength

W_max

53.8 kN

maximum uniform load

Open in beam calculator →

P_max

26.9 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

4.28 kN-m

available flexural strength

V_n

Ω_v

138 kN

available shear strength

W_max

11.2 kN

maximum uniform load

Open in beam calculator →

P_max

5.62 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

352 kN

available tensile strength

P_n

Ω_c

85.7 kN

available compressive strength

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