M 100x8.9 M 4x6

Canada

Dimensions

97 mm

depth

97 mm

flange width

T_f

4.1 mm

flange thickness

3.3 mm

web thickness

r₁

8 mm

fillet radius

Secondary Dimensions

P_B

575 mm

perimeter

k_des

13 mm

design distance including flange thickness and web fillet

Properties

Mass

8.9 kg/m

weight

1,140 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

48.5 mm

shear center distance to edge

x-x Axis

I_x

2ᴇ6 mm⁴

moment of inertia

S_x

41,200 mm³

elastic section modulus

Z_x

45,600 mm³

plastic section modulus

r_x

41.9 mm

radius of gyration

48.5 mm

distance from edge to centroidal axis

y_p

48.5 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

624,000 mm⁴

moment of inertia

S_y

12,900 mm³

elastic section modulus

Z_y

19,500 mm³

plastic section modulus

r_y

23.4 mm

radius of gyration

48.5 mm

distance from edge to centroidal axis

x_p

48.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

7,630 mm⁴

torsional constant

C_w

1.35ᴇ9 mm⁶

warping constant

W_no

2,250 mm²

normalized warping function

S_w1

224,000 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

6.63 kN-m

available flexural strength

V_n

Ω_v

31.8 kN

available shear strength

W_max

17.4 kN

maximum uniform load

Open in beam calculator →

P_max

8.7 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

2.81 kN-m

available flexural strength

V_n

Ω_v

70.9 kN

available shear strength

W_max

7.37 kN

maximum uniform load

Open in beam calculator →

P_max

3.68 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

169 kN

available tensile strength

P_n

Ω_c

69.4 kN

available compressive strength

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