W 360x72 W 14x48

United States

Dimensions

351 mm

depth

d_det

349 mm

depth (detailing value)

204 mm

flange width

b_f,det

203 mm

flange width (detailing value)

t_f

15.1 mm

flange thickness

t_f,det

15.9 mm

flange thickness (detailing value)

t_w

8.64 mm

web thickness

t_w,det

7.94 mm

web thickness (detailing value)

Secondary Dimensions

276 mm

depth between fillets

P_B

1,470 mm

perimeter

k_des

30.2 mm

design distance including flange thickness and web fillet

k_det

36.5 mm

detailing distance including flange thickness and web fillet

k₁

25.4 mm

distance from web center to flange fillet

Properties

71.4 kg/m

weight

9,100 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

102 mm

shear center distance to edge

r_ts

55.9 mm

effective radius of gyration

x-x Axis

I_x

201ᴇ6 mm⁴

moment of inertia

S_x

1.15ᴇ6 mm³

elastic section modulus

Z_x

1.28ᴇ6 mm³

plastic section modulus

r_x

149 mm

radius of gyration

175 mm

distance from edge to centroidal axis

y_p

175 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

21.4ᴇ6 mm⁴

moment of inertia

S_y

210,000 mm³

elastic section modulus

Z_y

321,000 mm³

plastic section modulus

r_y

48.5 mm

radius of gyration

102 mm

distance from edge to centroidal axis

x_p

102 mm

horizontal distance from edge to plastic neutral axis

Torsion

604,000 mm⁴

torsional constant

C_w

602ᴇ9 mm⁶

warping constant

W_no

17,100 mm²

normalized warping function

S_w1

13.2ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

4.76 mm

detailing value of web thickness divided by 2

P_A

1,270 mm

perimeter minus one flange surface

b_f

2t_f

6.75

slenderness ratio

t_w

33.6

slenderness ratio

Q_f

247,000 mm³

statical moment at the flange above web vertical edge

Q_w

628,000 mm³

statical moment at mid-depth of the cross section

h_o

335 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

265 kN-m

available flexural strength

V_n

Ω_v

417 kN

available shear strength

W_max

696 kN

maximum uniform load

Open in beam calculator →

P_max

348 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

66.3 kN-m

available flexural strength

V_n

Ω_v

764 kN

available shear strength

W_max

174 kN

maximum uniform load

Open in beam calculator →

P_max

87 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,530 kN

available tensile strength

P_n

Ω_c

1,410 kN

available compressive strength

DISCLAIMER All results and information presented here must be verified for accuracy, suitability, and applicability by a qualified engineering professional. While we strive to produce high quality software, Ketchep.com, LLC makes no warranty that this software is free from defects or that these results are accurate, suitable, or applicable for any general or particular use. Anyone making use of this software and its output assumes all liability for such use.