W 1000x438 W 40x294

Canada

Dimensions

1,030 mm

depth

305 mm

flange width

T_f

49 mm

flange thickness

26.9 mm

web thickness

Secondary Dimensions

P_B

3,220 mm

perimeter

k_des

81 mm

design distance including flange thickness and web fillet

Properties

Mass

438 kg/m

weight

55,600 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

152 mm

shear center distance to edge

x-x Axis

I_x

9.09ᴇ9 mm⁴

moment of inertia

S_x

17.7ᴇ6 mm³

elastic section modulus

Z_x

20.7ᴇ6 mm³

plastic section modulus

r_x

404 mm

radius of gyration

513 mm

distance from edge to centroidal axis

y_p

513 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

234ᴇ6 mm⁴

moment of inertia

S_y

1.53ᴇ6 mm³

elastic section modulus

Z_y

2.46ᴇ6 mm³

plastic section modulus

r_y

64.8 mm

radius of gyration

152 mm

distance from edge to centroidal axis

x_p

152 mm

horizontal distance from edge to plastic neutral axis

Torsion

31.8ᴇ6 mm⁴

torsional constant

C_w

55.7ᴇ12 mm⁶

warping constant

W_no

74,500 mm²

normalized warping function

S_w1

278ᴇ6 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

3,080 kN-m

available flexural strength

V_n

Ω_v

2,740 kN

available shear strength

W_max

5,480 kN

maximum uniform load

Open in beam calculator →

P_max

4,040 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

364 kN-m

available flexural strength

V_n

Ω_v

2,670 kN

available shear strength

W_max

955 kN

maximum uniform load

Open in beam calculator →

P_max

477 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

8,260 kN

available tensile strength

P_n

Ω_c

7,360 kN

available compressive strength

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