W 1100x343 W 44x230

Canada

Dimensions

1,090 mm

depth

400 mm

flange width

T_f

31 mm

flange thickness

18 mm

web thickness

Secondary Dimensions

P_B

3,740 mm

perimeter

k_des

53 mm

design distance including flange thickness and web fillet

Properties

Mass

343 kg/m

weight

43,600 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

8.67ᴇ9 mm⁴

moment of inertia

S_x

15.9ᴇ6 mm³

elastic section modulus

Z_x

18.1ᴇ6 mm³

plastic section modulus

r_x

446 mm

radius of gyration

545 mm

distance from edge to centroidal axis

y_p

545 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

331ᴇ6 mm⁴

moment of inertia

S_y

1.66ᴇ6 mm³

elastic section modulus

Z_y

2.57ᴇ6 mm³

plastic section modulus

r_y

87.1 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

10.3ᴇ6 mm⁴

torsional constant

C_w

92.9ᴇ12 mm⁶

warping constant

W_no

106,000 mm²

normalized warping function

S_w1

328ᴇ6 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

2,690 kN-m

available flexural strength

V_n

Ω_v

1,950 kN

available shear strength

W_max

3,900 kN

maximum uniform load

Open in beam calculator →

P_max

3,530 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

382 kN-m

available flexural strength

V_n

Ω_v

2,210 kN

available shear strength

W_max

1,000 kN

maximum uniform load

Open in beam calculator →

P_max

501 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

6,480 kN

available tensile strength

P_n

Ω_c

6,080 kN

available compressive strength

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