M 250x11.9 M 10x8

Canada

Dimensions

253 mm

depth

68 mm

flange width

T_f

4.6 mm

flange thickness

3.6 mm

web thickness

Secondary Dimensions

P_B

771 mm

perimeter

k_des

13 mm

design distance including flange thickness and web fillet

Properties

Mass

11.9 kg/m

weight

1,530 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

34 mm

shear center distance to edge

x-x Axis

I_x

14.4ᴇ6 mm⁴

moment of inertia

S_x

114,000 mm³

elastic section modulus

Z_x

134,000 mm³

plastic section modulus

r_x

96.9 mm

radius of gyration

126 mm

distance from edge to centroidal axis

y_p

127 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

242,000 mm⁴

moment of inertia

S_y

7,120 mm³

elastic section modulus

Z_y

11,400 mm³

plastic section modulus

r_y

12.6 mm

radius of gyration

34 mm

distance from edge to centroidal axis

x_p

34 mm

horizontal distance from edge to plastic neutral axis

Torsion

9,350 mm⁴

torsional constant

C_w

3.73ᴇ9 mm⁶

warping constant

W_no

4,220 mm²

normalized warping function

S_w1

330,000 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

19.9 kN-m

available flexural strength

V_n

Ω_v

81.2 kN

available shear strength

W_max

52.3 kN

maximum uniform load

Open in beam calculator →

P_max

26.1 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

1.69 kN-m

available flexural strength

V_n

Ω_v

55.8 kN

available shear strength

W_max

4.44 kN

maximum uniform load

Open in beam calculator →

P_max

2.22 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

227 kN

available tensile strength

P_n

Ω_c

27.1 kN

available compressive strength

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