M 200x9.7 M 8x6.5

Canada

Dimensions

203 mm

depth

58 mm

flange width

T_f

4.8 mm

flange thickness

3.4 mm

web thickness

Secondary Dimensions

P_B

631 mm

perimeter

k_des

14 mm

design distance including flange thickness and web fillet

Properties

Mass

9.7 kg/m

weight

1,230 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

29 mm

shear center distance to edge

x-x Axis

I_x

7.7ᴇ6 mm⁴

moment of inertia

S_x

75,900 mm³

elastic section modulus

Z_x

88,900 mm³

plastic section modulus

r_x

79 mm

radius of gyration

102 mm

distance from edge to centroidal axis

y_p

101 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

157,000 mm⁴

moment of inertia

S_y

5,400 mm³

elastic section modulus

Z_y

8,630 mm³

plastic section modulus

r_y

11.3 mm

radius of gyration

29 mm

distance from edge to centroidal axis

x_p

29 mm

horizontal distance from edge to plastic neutral axis

Torsion

7,670 mm⁴

torsional constant

C_w

1.54ᴇ9 mm⁶

warping constant

W_no

2,870 mm²

normalized warping function

S_w1

200,000 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

13.2 kN-m

available flexural strength

V_n

Ω_v

68.5 kN

available shear strength

W_max

34.7 kN

maximum uniform load

Open in beam calculator →

P_max

17.3 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

1.28 kN-m

available flexural strength

V_n

Ω_v

49.7 kN

available shear strength

W_max

3.37 kN

maximum uniform load

Open in beam calculator →

P_max

1.68 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

183 kN

available tensile strength

P_n

Ω_c

17.5 kN

available compressive strength

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