W 1000x249 W 40x167

United States

Dimensions

980 mm

depth

d_det

981 mm

depth (detailing value)

300 mm

flange width

b_f,det

298 mm

flange width (detailing value)

t_f

26.2 mm

flange thickness

t_f,det

25.4 mm

flange thickness (detailing value)

t_w

16.5 mm

web thickness

t_w,det

15.9 mm

web thickness (detailing value)

Secondary Dimensions

864 mm

depth between fillets

P_B

3,070 mm

perimeter

k_des

56.1 mm

design distance including flange thickness and web fillet

k_det

58.7 mm

detailing distance including flange thickness and web fillet

k₁

39.7 mm

distance from web center to flange fillet

Properties

249 kg/m

weight

31,800 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

150 mm

shear center distance to edge

r_ts

75.7 mm

effective radius of gyration

x-x Axis

I_x

4.83ᴇ9 mm⁴

moment of inertia

S_x

9.83ᴇ6 mm³

elastic section modulus

Z_x

11.4ᴇ6 mm³

plastic section modulus

r_x

389 mm

radius of gyration

490 mm

distance from edge to centroidal axis

y_p

490 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

118ᴇ6 mm⁴

moment of inertia

S_y

785,000 mm³

elastic section modulus

Z_y

1.25ᴇ6 mm³

plastic section modulus

r_y

61 mm

radius of gyration

150 mm

distance from edge to centroidal axis

x_p

150 mm

horizontal distance from edge to plastic neutral axis

Torsion

5.83ᴇ6 mm⁴

torsional constant

C_w

26.8ᴇ12 mm⁶

warping constant

W_no

71,500 mm²

normalized warping function

S_w1

140ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

7.94 mm

detailing value of web thickness divided by 2

P_A

2,770 mm

perimeter minus one flange surface

b_f

2t_f

5.76

slenderness ratio

t_w

52.6

slenderness ratio

Q_f

1.75ᴇ6 mm³

statical moment at the flange above web vertical edge

Q_w

5.51ᴇ6 mm³

statical moment at mid-depth of the cross section

h_o

955 mm

distance between the flange centroids

WG_i

190 mm

workable gage for inner flange holes

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

345 N/mm²

yield strength

F_u

448 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

2,340 kN-m

available flexural strength

V_n

Ω_v

2,230 kN

available shear strength

W_max

4,460 kN

maximum uniform load

Open in beam calculator →

P_max

3,080 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

257 kN-m

available flexural strength

V_n

Ω_v

1,940 kN

available shear strength

W_max

675 kN

maximum uniform load

Open in beam calculator →

P_max

337 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

5,350 kN

available tensile strength

P_n

Ω_c

5,470 kN

available compressive strength

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