W 360x677 W 14x455

United States

Dimensions

483 mm

depth

d_det

483 mm

depth (detailing value)

427 mm

flange width

b_f,det

429 mm

flange width (detailing value)

t_f

81.5 mm

flange thickness

t_f,det

81 mm

flange thickness (detailing value)

t_w

51.3 mm

web thickness

t_w,det

50.8 mm

web thickness (detailing value)

Secondary Dimensions

254 mm

depth between fillets

P_B

2,540 mm

perimeter

k_des

96.8 mm

design distance including flange thickness and web fillet

k_det

114 mm

detailing distance including flange thickness and web fillet

k₁

57.2 mm

distance from web center to flange fillet

Properties

677 kg/m

weight

86,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

213 mm

shear center distance to edge

r_ts

131 mm

effective radius of gyration

x-x Axis

I_x

2.99ᴇ9 mm⁴

moment of inertia

S_x

12.4ᴇ6 mm³

elastic section modulus

Z_x

15.3ᴇ6 mm³

plastic section modulus

r_x

186 mm

radius of gyration

241 mm

distance from edge to centroidal axis

y_p

241 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

1.07ᴇ9 mm⁴

moment of inertia

S_y

4.98ᴇ6 mm³

elastic section modulus

Z_y

7.67ᴇ6 mm³

plastic section modulus

r_y

111 mm

radius of gyration

213 mm

distance from edge to centroidal axis

x_p

213 mm

horizontal distance from edge to plastic neutral axis

Torsion

164ᴇ6 mm⁴

torsional constant

C_w

43ᴇ12 mm⁶

warping constant

W_no

42,800 mm²

normalized warping function

S_w1

372ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

25.4 mm

detailing value of web thickness divided by 2

P_A

2,110 mm

perimeter minus one flange surface

b_f

2t_f

2.62

slenderness ratio

t_w

5.66

slenderness ratio

Q_f

3.06ᴇ6 mm³

statical moment at the flange above web vertical edge

Q_w

7.64ᴇ6 mm³

statical moment at mid-depth of the cross section

h_o

401 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

3,170 kN-m

available flexural strength

V_n

Ω_v

3,410 kN

available shear strength

W_max

6,830 kN

maximum uniform load

Open in beam calculator →

P_max

4,160 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

1,580 kN-m

available flexural strength

V_n

Ω_v

8,620 kN

available shear strength

W_max

4,160 kN

maximum uniform load

Open in beam calculator →

P_max

2,080 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

14,500 kN

available tensile strength

P_n

Ω_c

16,900 kN

available compressive strength

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