HSS 203.2x50.8x4.8 HSS 8x2x3/16

United States

Dimensions

203 mm

overall depth

190 mm

depth of flat wall

50.8 mm

width

37.6 mm

flat wall width

t_nom

4.76 mm

wall thickness (nominal)

t_des

4.42 mm

wall thickness (design)

Properties

17.8 kg/m

weight

2,120 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

9.32ᴇ6 mm⁴

moment of inertia

S_x

91,900 mm³

elastic section modulus

Z_x

123,000 mm³

plastic section modulus

r_x

66.3 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

995,000 mm⁴

moment of inertia

S_y

39,200 mm³

elastic section modulus

Z_y

44,200 mm³

plastic section modulus

r_y

21.7 mm

radius of gyration

25.4 mm

distance from edge to centroidal axis

x_p

25.4 mm

horizontal distance from edge to plastic neutral axis

Torsion

3.11ᴇ6 mm⁴

torsional constant

73,200 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

t_des

8.49

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

25.4 kN-m

available flexural strength

V_n

Ω_v

208 kN

available shear strength

W_max

66.7 kN

maximum uniform load

Open in beam calculator →

P_max

33.3 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

6.79 kN-m

available flexural strength

V_n

Ω_v

41.1 kN

available shear strength

W_max

17.8 kN

maximum uniform load

Open in beam calculator →

P_max

8.91 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

339 kN

available tensile strength

P_n

Ω_c

111 kN

available compressive strength

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