HSS 609.6x508x12.7 HSS 24x20x1/2

United States

Dimensions

610 mm

overall depth

574 mm

depth of flat wall

508 mm

width

472 mm

flat wall width

t_nom

12.7 mm

wall thickness (nominal)

t_des

11.8 mm

wall thickness (design)

Properties

214 kg/m

weight

25,500 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

1.44ᴇ9 mm⁴

moment of inertia

S_x

4.7ᴇ6 mm³

elastic section modulus

Z_x

5.51ᴇ6 mm³

plastic section modulus

r_x

237 mm

radius of gyration

305 mm

distance from edge to centroidal axis

y_p

305 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

1.09ᴇ9 mm⁴

moment of inertia

S_y

4.28ᴇ6 mm³

elastic section modulus

Z_y

4.87ᴇ6 mm³

plastic section modulus

r_y

207 mm

radius of gyration

254 mm

distance from edge to centroidal axis

x_p

254 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.92ᴇ9 mm⁴

torsional constant

6.72ᴇ6 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

t_des

slenderness ratio

t_des

48.6

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

885 kN-m

available flexural strength

V_n

Ω_v

1,680 kN

available shear strength

W_max

2,320 kN

maximum uniform load

Open in beam calculator →

P_max

1,160 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

731 kN-m

available flexural strength

V_n

Ω_v

1,380 kN

available shear strength

W_max

1,920 kN

maximum uniform load

Open in beam calculator →

P_max

959 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,090 kN

available tensile strength

P_n

Ω_c

4,340 kN

available compressive strength

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