HSS 127x12.7 HSS 5.000x0.500

United States

Dimensions

127 mm

outer diameter

t_nom

12.7 mm

wall thickness (nominal)

t_des

11.8 mm

wall thickness (design)

Properties

35.8 kg/m

weight

4,270 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

7.16ᴇ6 mm⁴

moment of inertia

S_x

113,000 mm³

elastic section modulus

Z_x

157,000 mm³

plastic section modulus

r_x

40.9 mm

radius of gyration

63.5 mm

distance from edge to centroidal axis

y_p

63.5 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

7.16ᴇ6 mm⁴

moment of inertia

S_y

113,000 mm³

elastic section modulus

Z_y

157,000 mm³

plastic section modulus

r_y

40.9 mm

radius of gyration

63.5 mm

distance from edge to centroidal axis

x_p

63.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

14.3ᴇ6 mm⁴

torsional constant

226,000 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

10.8

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

32.5 kN-m

available flexural strength

V_n

Ω_v

264 kN

available shear strength

W_max

85.2 kN

maximum uniform load

Open in beam calculator →

P_max

42.6 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

32.5 kN-m

available flexural strength

V_n

Ω_v

264 kN

available shear strength

W_max

85.2 kN

maximum uniform load

Open in beam calculator →

P_max

42.6 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

685 kN

available tensile strength

P_n

Ω_c

587 kN

available compressive strength

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