HSS 114.3x6 HSS 4.500x0.237

United States

Dimensions

114 mm

outer diameter

t_nom

6.02 mm

wall thickness (nominal)

t_des

5.59 mm

wall thickness (design)

Properties

16.1 kg/m

weight

1,910 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

2.83ᴇ6 mm⁴

moment of inertia

S_x

49,500 mm³

elastic section modulus

Z_x

66,000 mm³

plastic section modulus

r_x

38.6 mm

radius of gyration

57.1 mm

distance from edge to centroidal axis

y_p

57.1 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

2.83ᴇ6 mm⁴

moment of inertia

S_y

49,500 mm³

elastic section modulus

Z_y

66,000 mm³

plastic section modulus

r_y

38.6 mm

radius of gyration

57.2 mm

distance from edge to centroidal axis

x_p

57.1 mm

horizontal distance from edge to plastic neutral axis

Torsion

5.66ᴇ6 mm⁴

torsional constant

98,900 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

20.5

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

13.6 kN-m

available flexural strength

V_n

Ω_v

118 kN

available shear strength

W_max

35.8 kN

maximum uniform load

Open in beam calculator →

P_max

17.9 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

13.6 kN-m

available flexural strength

V_n

Ω_v

118 kN

available shear strength

W_max

35.8 kN

maximum uniform load

Open in beam calculator →

P_max

17.9 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

306 kN

available tensile strength

P_n

Ω_c

250 kN

available compressive strength

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