HSS 203.2x203.2x3.2 HSS 8x8x1/8

United States

Dimensions

203 mm

overall depth

194 mm

depth of flat wall

203 mm

width

194 mm

flat wall width

t_nom

3.18 mm

wall thickness (nominal)

t_des

2.95 mm

wall thickness (design)

Properties

19.7 kg/m

weight

2,340 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

15.6ᴇ6 mm⁴

moment of inertia

S_x

153,000 mm³

elastic section modulus

Z_x

175,000 mm³

plastic section modulus

r_x

81.5 mm

radius of gyration

102 mm

distance from edge to centroidal axis

y_p

102 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

15.6ᴇ6 mm⁴

moment of inertia

S_y

153,000 mm³

elastic section modulus

Z_y

175,000 mm³

plastic section modulus

r_y

81.5 mm

radius of gyration

102 mm

distance from edge to centroidal axis

x_p

102 mm

horizontal distance from edge to plastic neutral axis

Torsion

23.9ᴇ6 mm⁴

torsional constant

230,000 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

t_des

slenderness ratio

t_des

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

23.4 kN-m

available flexural strength

V_n

Ω_v

127 kN

available shear strength

W_max

61.3 kN

maximum uniform load

Open in beam calculator →

P_max

30.7 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

23.4 kN-m

available flexural strength

V_n

Ω_v

127 kN

available shear strength

W_max

61.3 kN

maximum uniform load

Open in beam calculator →

P_max

30.7 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

374 kN

available tensile strength

P_n

Ω_c

279 kN

available compressive strength

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