HSS 152.4x101.6x9.5 HSS 6x4x3/8

United States

Dimensions

152 mm

overall depth

126 mm

depth of flat wall

102 mm

width

74.9 mm

flat wall width

t_nom

9.52 mm

wall thickness (nominal)

t_des

8.86 mm

wall thickness (design)

Properties

33.3 kg/m

weight

3,990 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

11.8ᴇ6 mm⁴

moment of inertia

S_x

155,000 mm³

elastic section modulus

Z_x

195,000 mm³

plastic section modulus

r_x

54.4 mm

radius of gyration

76.2 mm

distance from edge to centroidal axis

y_p

76.2 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

6.2ᴇ6 mm⁴

moment of inertia

S_y

122,000 mm³

elastic section modulus

Z_y

147,000 mm³

plastic section modulus

r_y

39.4 mm

radius of gyration

50.8 mm

distance from edge to centroidal axis

x_p

50.8 mm

horizontal distance from edge to plastic neutral axis

Torsion

13.7ᴇ6 mm⁴

torsional constant

205,000 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

t_des

8.46

slenderness ratio

t_des

14.2

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

40.3 kN-m

available flexural strength

V_n

Ω_v

276 kN

available shear strength

W_max

106 kN

maximum uniform load

Open in beam calculator →

P_max

52.8 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

30.2 kN-m

available flexural strength

V_n

Ω_v

165 kN

available shear strength

W_max

79.4 kN

maximum uniform load

Open in beam calculator →

P_max

39.7 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

639 kN

available tensile strength

P_n

Ω_c

531 kN

available compressive strength

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