HSS 299.72x15.9 HSS 11.750x0.625

United States

Dimensions

300 mm

outer diameter

t_nom

15.9 mm

wall thickness (nominal)

t_des

14.8 mm

wall thickness (design)

Properties

111 kg/m

weight

13,200 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

133ᴇ6 mm⁴

moment of inertia

S_x

890,000 mm³

elastic section modulus

Z_x

1.19ᴇ6 mm³

plastic section modulus

r_x

100 mm

radius of gyration

150 mm

distance from edge to centroidal axis

y_p

150 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

133ᴇ6 mm⁴

moment of inertia

S_y

890,000 mm³

elastic section modulus

Z_y

1.19ᴇ6 mm³

plastic section modulus

r_y

100 mm

radius of gyration

150 mm

distance from edge to centroidal axis

x_p

150 mm

horizontal distance from edge to plastic neutral axis

Torsion

266ᴇ6 mm⁴

torsional constant

1.79ᴇ6 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

20.2

slenderness ratio

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

345 N/mm²

yield strength

F_u

427 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

246 kN-m

available flexural strength

V_n

Ω_v

815 kN

available shear strength

W_max

645 kN

maximum uniform load

Open in beam calculator →

P_max

322 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

246 kN-m

available flexural strength

V_n

Ω_v

815 kN

available shear strength

W_max

645 kN

maximum uniform load

Open in beam calculator →

P_max

322 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,110 kN

available tensile strength

P_n

Ω_c

2,540 kN

available compressive strength

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