W 1100x390 W 44x262

Canada

Dimensions

1,100 mm

depth

400 mm

flange width

T_f

36.1 mm

flange thickness

20.1 mm

web thickness

Secondary Dimensions

P_B

3,760 mm

perimeter

k_des

58 mm

design distance including flange thickness and web fillet

Properties

Mass

390 kg/m

weight

49,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

200 mm

shear center distance to edge

x-x Axis

I_x

10.1ᴇ9 mm⁴

moment of inertia

S_x

18.3ᴇ6 mm³

elastic section modulus

Z_x

20.8ᴇ6 mm³

plastic section modulus

r_x

450 mm

radius of gyration

550 mm

distance from edge to centroidal axis

y_p

550 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

386ᴇ6 mm⁴

moment of inertia

S_y

1.93ᴇ6 mm³

elastic section modulus

Z_y

3ᴇ6 mm³

plastic section modulus

r_y

87.9 mm

radius of gyration

200 mm

distance from edge to centroidal axis

x_p

200 mm

horizontal distance from edge to plastic neutral axis

Torsion

15.7ᴇ6 mm⁴

torsional constant

C_w

109ᴇ12 mm⁶

warping constant

W_no

106,000 mm²

normalized warping function

S_w1

384ᴇ6 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

3,090 kN-m

available flexural strength

V_n

Ω_v

2,200 kN

available shear strength

W_max

4,390 kN

maximum uniform load

Open in beam calculator →

P_max

4,060 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

446 kN-m

available flexural strength

V_n

Ω_v

2,580 kN

available shear strength

W_max

1,170 kN

maximum uniform load

Open in beam calculator →

P_max

585 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

7,420 kN

available tensile strength

P_n

Ω_c

6,960 kN

available compressive strength

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