M 200x9.2 M 8x6.2

Canada

Dimensions

203 mm

depth

58 mm

flange width

T_f

4.5 mm

flange thickness

3.3 mm

web thickness

Secondary Dimensions

P_B

631 mm

perimeter

k_des

10 mm

design distance including flange thickness and web fillet

Properties

Mass

9.2 kg/m

weight

1,180 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

7.3ᴇ6 mm⁴

moment of inertia

S_x

71,900 mm³

elastic section modulus

Z_x

84,400 mm³

plastic section modulus

r_x

78.7 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

147,000 mm⁴

moment of inertia

S_y

5,070 mm³

elastic section modulus

Z_y

8,100 mm³

plastic section modulus

r_y

11.2 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

6,480 mm⁴

torsional constant

C_w

1.45ᴇ9 mm⁶

warping constant

W_no

2,880 mm²

normalized warping function

S_w1

188,000 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

12.5 kN-m

available flexural strength

V_n

Ω_v

66.5 kN

available shear strength

W_max

32.9 kN

maximum uniform load

Open in beam calculator →

P_max

16.5 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

1.2 kN-m

available flexural strength

V_n

Ω_v

46.6 kN

available shear strength

W_max

3.16 kN

maximum uniform load

Open in beam calculator →

P_max

1.58 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

175 kN

available tensile strength

P_n

Ω_c

16.5 kN

available compressive strength

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