S 75x8 S 3x5.7

Canada

Dimensions

76 mm

depth

59 mm

flange width

T_f

6.6 mm

flange thickness

4.3 mm

web thickness

Secondary Dimensions

k_des

16 mm

design distance including flange thickness and web fillet

Properties

Mass

8 kg/m

weight

1,070 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

29.5 mm

shear center distance to edge

x-x Axis

I_x

1.04ᴇ6 mm⁴

moment of inertia

S_x

27,400 mm³

elastic section modulus

Z_x

31,800 mm³

plastic section modulus

r_x

31.2 mm

radius of gyration

38 mm

distance from edge to centroidal axis

y_p

38 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

187,000 mm⁴

moment of inertia

S_y

6,340 mm³

elastic section modulus

Z_y

10,600 mm³

plastic section modulus

r_y

13.2 mm

radius of gyration

29.5 mm

distance from edge to centroidal axis

x_p

29.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

18,200 mm⁴

torsional constant

C_w

225ᴇ6 mm⁶

warping constant

W_no

1,020 mm²

normalized warping function

S_w1

99,700 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

248 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

4.73 kN-m

available flexural strength

V_n

Ω_v

32.4 kN

available shear strength

W_max

12.4 kN

maximum uniform load

Open in beam calculator →

P_max

6.2 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

1.51 kN-m

available flexural strength

V_n

Ω_v

69.5 kN

available shear strength

W_max

3.96 kN

maximum uniform load

Open in beam calculator →

P_max

1.98 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

159 kN

available tensile strength

P_n

Ω_c

20.8 kN

available compressive strength

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