W 410x100 W 16x67

United States

Dimensions

414 mm

depth

d_det

416 mm

depth (detailing value)

259 mm

flange width

b_f,det

260 mm

flange width (detailing value)

t_f

16.9 mm

flange thickness

t_f,det

17.5 mm

flange thickness (detailing value)

t_w

10 mm

web thickness

t_w,det

9.52 mm

web thickness (detailing value)

Secondary Dimensions

337 mm

depth between fillets

P_B

1,830 mm

perimeter

k_des

27.2 mm

design distance including flange thickness and web fillet

k_det

39.7 mm

detailing distance including flange thickness and web fillet

k₁

25.4 mm

distance from web center to flange fillet

Properties

99.7 kg/m

weight

12,600 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

130 mm

shear center distance to edge

r_ts

71.6 mm

effective radius of gyration

x-x Axis

I_x

397ᴇ6 mm⁴

moment of inertia

S_x

1.92ᴇ6 mm³

elastic section modulus

Z_x

2.13ᴇ6 mm³

plastic section modulus

r_x

177 mm

radius of gyration

207 mm

distance from edge to centroidal axis

y_p

207 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

49.5ᴇ6 mm⁴

moment of inertia

S_y

380,000 mm³

elastic section modulus

Z_y

582,000 mm³

plastic section modulus

r_y

62.5 mm

radius of gyration

130 mm

distance from edge to centroidal axis

x_p

130 mm

horizontal distance from edge to plastic neutral axis

Torsion

995,000 mm⁴

torsional constant

C_w

1.96ᴇ12 mm⁶

warping constant

W_no

25,700 mm²

normalized warping function

S_w1

28.1ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

4.76 mm

detailing value of web thickness divided by 2

P_A

1,570 mm

perimeter minus one flange surface

b_f

2t_f

7.7

slenderness ratio

t_w

35.9

slenderness ratio

Q_f

418,000 mm³

statical moment at the flange above web vertical edge

Q_w

1.05ᴇ6 mm³

statical moment at mid-depth of the cross section

h_o

396 mm

distance between the flange centroids

WG_i

140 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

440 kN-m

available flexural strength

V_n

Ω_v

573 kN

available shear strength

W_max

1,150 kN

maximum uniform load

Open in beam calculator →

P_max

577 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

120 kN-m

available flexural strength

V_n

Ω_v

1,080 kN

available shear strength

W_max

315 kN

maximum uniform load

Open in beam calculator →

P_max

158 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,130 kN

available tensile strength

P_n

Ω_c

2,190 kN

available compressive strength

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