W 360x900 W 14x605

United States

Dimensions

531 mm

depth

d_det

530 mm

depth (detailing value)

442 mm

flange width

b_f,det

441 mm

flange width (detailing value)

t_f

106 mm

flange thickness

t_f,det

106 mm

flange thickness (detailing value)

t_w

66 mm

web thickness

t_w,det

66.7 mm

web thickness (detailing value)

Secondary Dimensions

254 mm

depth between fillets

P_B

2,670 mm

perimeter

k_des

121 mm

design distance including flange thickness and web fillet

k_det

138 mm

detailing distance including flange thickness and web fillet

k₁

63.5 mm

distance from web center to flange fillet

Properties

900 kg/m

weight

115,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

221 mm

shear center distance to edge

r_ts

138 mm

effective radius of gyration

x-x Axis

I_x

4.5ᴇ9 mm⁴

moment of inertia

S_x

17ᴇ6 mm³

elastic section modulus

Z_x

21.6ᴇ6 mm³

plastic section modulus

r_x

198 mm

radius of gyration

265 mm

distance from edge to centroidal axis

y_p

265 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

1.53ᴇ9 mm⁴

moment of inertia

S_y

6.93ᴇ6 mm³

elastic section modulus

Z_y

10.7ᴇ6 mm³

plastic section modulus

r_y

116 mm

radius of gyration

221 mm

distance from edge to centroidal axis

x_p

221 mm

horizontal distance from edge to plastic neutral axis

Torsion

362ᴇ6 mm⁴

torsional constant

C_w

69.3ᴇ12 mm⁶

warping constant

W_no

47,000 mm²

normalized warping function

S_w1

548ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

33.3 mm

detailing value of web thickness divided by 2

P_A

2,230 mm

perimeter minus one flange surface

b_f

2t_f

2.09

slenderness ratio

t_w

4.39

slenderness ratio

Q_f

4.23ᴇ6 mm³

statical moment at the flange above web vertical edge

Q_w

10.8ᴇ6 mm³

statical moment at mid-depth of the cross section

h_o

424 mm

distance between the flange centroids

WG_i

190 mm

workable gage for inner flange holes

WG_o

76.2 mm

bolt spacing between inner and outer 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

4,470 kN-m

available flexural strength

V_n

Ω_v

4,830 kN

available shear strength

W_max

9,670 kN

maximum uniform load

Open in beam calculator →

P_max

5,860 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

2,210 kN-m

available flexural strength

V_n

Ω_v

11,600 kN

available shear strength

W_max

5,790 kN

maximum uniform load

Open in beam calculator →

P_max

2,890 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

19,300 kN

available tensile strength

P_n

Ω_c

22,500 kN

available compressive strength

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