W 360x314 W 14x211

United States

Dimensions

399 mm

depth

d_det

400 mm

depth (detailing value)

401 mm

flange width

b_f,det

400 mm

flange width (detailing value)

t_f

39.6 mm

flange thickness

t_f,det

39.7 mm

flange thickness (detailing value)

t_w

24.9 mm

web thickness

t_w,det

25.4 mm

web thickness (detailing value)

Secondary Dimensions

254 mm

depth between fillets

P_B

2,330 mm

perimeter

k_des

54.9 mm

design distance including flange thickness and web fillet

k_det

73 mm

detailing distance including flange thickness and web fillet

k₁

42.9 mm

distance from web center to flange fillet

Properties

314 kg/m

weight

40,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

201 mm

shear center distance to edge

r_ts

118 mm

effective radius of gyration

x-x Axis

I_x

1.11ᴇ9 mm⁴

moment of inertia

S_x

5.54ᴇ6 mm³

elastic section modulus

Z_x

6.39ᴇ6 mm³

plastic section modulus

r_x

166 mm

radius of gyration

199 mm

distance from edge to centroidal axis

y_p

199 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

429ᴇ6 mm⁴

moment of inertia

S_y

2.13ᴇ6 mm³

elastic section modulus

Z_y

3.24ᴇ6 mm³

plastic section modulus

r_y

103 mm

radius of gyration

201 mm

distance from edge to centroidal axis

x_p

201 mm

horizontal distance from edge to plastic neutral axis

Torsion

18.6ᴇ6 mm⁴

torsional constant

C_w

13.8ᴇ12 mm⁶

warping constant

W_no

36,000 mm²

normalized warping function

S_w1

143ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

12.7 mm

detailing value of web thickness divided by 2

P_A

1,930 mm

perimeter minus one flange surface

b_f

2t_f

5.06

slenderness ratio

t_w

11.6

slenderness ratio

Q_f

1.34ᴇ6 mm³

statical moment at the flange above web vertical edge

Q_w

3.18ᴇ6 mm³

statical moment at mid-depth of the cross section

h_o

358 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

1,320 kN-m

available flexural strength

V_n

Ω_v

1,370 kN

available shear strength

W_max

2,740 kN

maximum uniform load

Open in beam calculator →

P_max

1,730 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

670 kN-m

available flexural strength

V_n

Ω_v

3,940 kN

available shear strength

W_max

1,760 kN

maximum uniform load

Open in beam calculator →

P_max

879 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

6,720 kN

available tensile strength

P_n

Ω_c

7,750 kN

available compressive strength

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