W 360x57.8 W 14x38

United States

Dimensions

358 mm

depth

d_det

359 mm

depth (detailing value)

172 mm

flange width

b_f,det

171 mm

flange width (detailing value)

t_f

13.1 mm

flange thickness

t_f,det

12.7 mm

flange thickness (detailing value)

t_w

7.87 mm

web thickness

t_w,det

7.94 mm

web thickness (detailing value)

Secondary Dimensions

295 mm

depth between fillets

P_B

1,370 mm

perimeter

k_des

23.2 mm

design distance including flange thickness and web fillet

k_det

31.8 mm

detailing distance including flange thickness and web fillet

k₁

20.6 mm

distance from web center to flange fillet

Properties

56.6 kg/m

weight

7,230 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

86 mm

shear center distance to edge

r_ts

46.2 mm

effective radius of gyration

x-x Axis

I_x

160ᴇ6 mm⁴

moment of inertia

S_x

895,000 mm³

elastic section modulus

Z_x

1.01ᴇ6 mm³

plastic section modulus

r_x

149 mm

radius of gyration

179 mm

distance from edge to centroidal axis

y_p

179 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

11.1ᴇ6 mm⁴

moment of inertia

S_y

129,000 mm³

elastic section modulus

Z_y

198,000 mm³

plastic section modulus

r_y

39.4 mm

radius of gyration

86 mm

distance from edge to centroidal axis

x_p

86 mm

horizontal distance from edge to plastic neutral axis

Torsion

332,000 mm⁴

torsional constant

C_w

330ᴇ9 mm⁶

warping constant

W_no

14,800 mm²

normalized warping function

S_w1

8.34ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

4.76 mm

detailing value of web thickness divided by 2

P_A

1,200 mm

perimeter minus one flange surface

b_f

2t_f

6.57

slenderness ratio

t_w

39.6

slenderness ratio

Q_f

185,000 mm³

statical moment at the flange above web vertical edge

Q_w

497,000 mm³

statical moment at mid-depth of the cross section

h_o

345 mm

distance between the flange centroids

WG_i

88.9 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

208 kN-m

available flexural strength

V_n

Ω_v

389 kN

available shear strength

W_max

546 kN

maximum uniform load

Open in beam calculator →

P_max

273 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

40.9 kN-m

available flexural strength

V_n

Ω_v

557 kN

available shear strength

W_max

107 kN

maximum uniform load

Open in beam calculator →

P_max

53.7 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,210 kN

available tensile strength

P_n

Ω_c

962 kN

available compressive strength

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