HSS 63.5x38.1x3.2 HSS 2-1/2x1-1/2x1/8

United States

Dimensions

63.5 mm

overall depth

54.6 mm

depth of flat wall

38.1 mm

width

29.2 mm

flat wall width

t_nom

3.18 mm

wall thickness (nominal)

t_des

2.95 mm

wall thickness (design)

Properties

4.54 kg/m

weight

542 mm²

area

x_o

0 mm

shear center distance to centroid

x-x Axis

I_x

278,000 mm⁴

moment of inertia

S_x

8,770 mm³

elastic section modulus

Z_x

11,000 mm³

plastic section modulus

r_x

22.7 mm

radius of gyration

31.8 mm

distance from edge to centroidal axis

y_p

31.8 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

125,000 mm⁴

moment of inertia

S_y

6,540 mm³

elastic section modulus

Z_y

7,690 mm³

plastic section modulus

r_y

15.2 mm

radius of gyration

19 mm

distance from edge to centroidal axis

x_p

19 mm

horizontal distance from edge to plastic neutral axis

Torsion

286,000 mm⁴

torsional constant

11,100 mm³

hss torsional constant

C_w

0 mm⁶

warping constant

Additional Properties

t_des

9.93

slenderness ratio

t_des

18.6

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

2.27 kN-m

available flexural strength

V_n

Ω_v

39.9 kN

available shear strength

W_max

5.96 kN

maximum uniform load

Open in beam calculator →

P_max

2.98 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

1.59 kN-m

available flexural strength

V_n

Ω_v

21.4 kN

available shear strength

W_max

4.16 kN

maximum uniform load

Open in beam calculator →

P_max

2.08 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

86.9 kN

available tensile strength

P_n

Ω_c

13.9 kN

available compressive strength

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