W 1000x412 W 40x277

Canada

Dimensions

1,010 mm

depth

402 mm

flange width

T_f

40 mm

flange thickness

21.1 mm

web thickness

Secondary Dimensions

P_B

3,580 mm

perimeter

k_des

72 mm

design distance including flange thickness and web fillet

Properties

Mass

412 kg/m

weight

52,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

201 mm

shear center distance to edge

x-x Axis

I_x

9.1ᴇ9 mm⁴

moment of inertia

S_x

18.1ᴇ6 mm³

elastic section modulus

Z_x

20.5ᴇ6 mm³

plastic section modulus

r_x

416 mm

radius of gyration

504 mm

distance from edge to centroidal axis

y_p

504 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

434ᴇ6 mm⁴

moment of inertia

S_y

2.16ᴇ6 mm³

elastic section modulus

Z_y

3.35ᴇ6 mm³

plastic section modulus

r_y

90.9 mm

radius of gyration

201 mm

distance from edge to centroidal axis

x_p

201 mm

horizontal distance from edge to plastic neutral axis

Torsion

21.4ᴇ6 mm⁴

torsional constant

C_w

102ᴇ12 mm⁶

warping constant

W_no

97,300 mm²

normalized warping function

S_w1

391ᴇ6 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

3,050 kN-m

available flexural strength

V_n

Ω_v

2,110 kN

available shear strength

W_max

4,220 kN

maximum uniform load

Open in beam calculator →

P_max

4,000 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

498 kN-m

available flexural strength

V_n

Ω_v

2,870 kN

available shear strength

W_max

1,310 kN

maximum uniform load

Open in beam calculator →

P_max

653 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

7,800 kN

available tensile strength

P_n

Ω_c

7,350 kN

available compressive strength

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