W 360x196 W 14x132

United States

Dimensions

373 mm

depth

d_det

371 mm

depth (detailing value)

373 mm

flange width

b_f,det

375 mm

flange width (detailing value)

t_f

26.2 mm

flange thickness

t_f,det

25.4 mm

flange thickness (detailing value)

t_w

16.4 mm

web thickness

t_w,det

15.9 mm

web thickness (detailing value)

Secondary Dimensions

254 mm

depth between fillets

P_B

2,180 mm

perimeter

k_des

41.4 mm

design distance including flange thickness and web fillet

k_det

58.7 mm

detailing distance including flange thickness and web fillet

k₁

39.7 mm

distance from web center to flange fillet

Properties

196 kg/m

weight

25,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

187 mm

shear center distance to edge

r_ts

107 mm

effective radius of gyration

x-x Axis

I_x

637ᴇ6 mm⁴

moment of inertia

S_x

3.42ᴇ6 mm³

elastic section modulus

Z_x

3.83ᴇ6 mm³

plastic section modulus

r_x

160 mm

radius of gyration

187 mm

distance from edge to centroidal axis

y_p

187 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

228ᴇ6 mm⁴

moment of inertia

S_y

1.22ᴇ6 mm³

elastic section modulus

Z_y

1.85ᴇ6 mm³

plastic section modulus

r_y

95.5 mm

radius of gyration

187 mm

distance from edge to centroidal axis

x_p

187 mm

horizontal distance from edge to plastic neutral axis

Torsion

5.12ᴇ6 mm⁴

torsional constant

C_w

6.85ᴇ12 mm⁶

warping constant

W_no

32,400 mm²

normalized warping function

S_w1

79.2ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

7.94 mm

detailing value of web thickness divided by 2

P_A

1,810 mm

perimeter minus one flange surface

b_f

2t_f

7.15

slenderness ratio

t_w

17.7

slenderness ratio

Q_f

811,000 mm³

statical moment at the flange above web vertical edge

Q_w

1.9ᴇ6 mm³

statical moment at mid-depth of the cross section

h_o

348 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

792 kN-m

available flexural strength

V_n

Ω_v

844 kN

available shear strength

W_max

1,690 kN

maximum uniform load

Open in beam calculator →

P_max

1,040 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

382 kN-m

available flexural strength

V_n

Ω_v

2,420 kN

available shear strength

W_max

1,000 kN

maximum uniform load

Open in beam calculator →

P_max

502 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,210 kN

available tensile strength

P_n

Ω_c

4,800 kN

available compressive strength

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