HSS 508x406.4x15.9 HSS 20x16x5/8

United States

Dimensions

508 mm

overall depth

465 mm

depth of flat wall

406 mm

width

363 mm

flat wall width

t_nom

15.9 mm

wall thickness (nominal)

t_des

14.8 mm

wall thickness (design)

Properties

215 kg/m

weight

25,500 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

966ᴇ6 mm⁴

moment of inertia

S_x

3.8ᴇ6 mm³

elastic section modulus

Z_x

4.51ᴇ6 mm³

plastic section modulus

r_x

194 mm

radius of gyration

254 mm

distance from edge to centroidal axis

y_p

254 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

683ᴇ6 mm⁴

moment of inertia

S_y

3.38ᴇ6 mm³

elastic section modulus

Z_y

3.87ᴇ6 mm³

plastic section modulus

r_y

164 mm

radius of gyration

203 mm

distance from edge to centroidal axis

x_p

203 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.27ᴇ9 mm⁴

torsional constant

5.35ᴇ6 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

t_des

24.5

slenderness ratio

t_des

31.4

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

930 kN-m

available flexural strength

V_n

Ω_v

1,700 kN

available shear strength

W_max

2,440 kN

maximum uniform load

Open in beam calculator →

P_max

1,220 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

1,320 kN

available shear strength

W_max

1,920 kN

maximum uniform load

Open in beam calculator →

P_max

960 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,100 kN

available tensile strength

P_n

Ω_c

5,140 kN

available compressive strength

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