MC 330x60 MC 13x40

United States

Dimensions

330 mm

depth

d_det

330 mm

depth (detailing value)

106 mm

flange width

b_f,det

105 mm

flange width (detailing value)

t_f

15.5 mm

flange thickness

t_f,det

15.9 mm

flange thickness (detailing value)

t_w

14.2 mm

web thickness

t_w,det

14.3 mm

web thickness (detailing value)

Secondary Dimensions

257 mm

depth between fillets

k_des

36.6 mm

design distance including flange thickness and web fillet

k_det

36.5 mm

detailing distance including flange thickness and web fillet

Properties

59.5 kg/m

weight

7,550 mm²

area

x_o

50.8 mm

shear center distance to centroid

e_o

26.2 mm

shear center distance to edge

r_ts

35.1 mm

effective radius of gyration

x-x Axis

I_x

114ᴇ6 mm⁴

moment of inertia

S_x

687,000 mm³

elastic section modulus

Z_x

839,000 mm³

plastic section modulus

r_x

122 mm

radius of gyration

165 mm

distance from edge to centroidal axis

y_p

165 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

5.7ᴇ6 mm⁴

moment of inertia

S_y

69,500 mm³

elastic section modulus

Z_y

142,000 mm³

plastic section modulus

r_y

27.4 mm

radius of gyration

24.5 mm

distance from edge to centroidal axis

x_p

11.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

645,000 mm⁴

torsional constant

C_w

124ᴇ9 mm⁶

warping constant

W_no

10,400 mm²

normalized warping function

S_w1

5.29ᴇ6 mm⁴

warping statical moment

S_w2

3.93ᴇ6 mm⁴

warping statical moment

S_w3

1.96ᴇ6 mm⁴

warping statical moment

r_o

135 mm

polar radius of gyration about the shear center

Additional Properties

t_w,det

7.94 mm

detailing value of web thickness divided by 2

6.87

slenderness ratio

t_w

18.5

slenderness ratio

Q_f

225,000 mm³

statical moment at the flange above web vertical edge

Q_w

418,000 mm³

statical moment at mid-depth of the cross section

0.859

flexural constant

h_o

315 mm

distance between the flange centroids

WG_i

63.5 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

173 kN-m

available flexural strength

V_n

Ω_v

582 kN

available shear strength

W_max

455 kN

maximum uniform load

Open in beam calculator →

P_max

227 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

22.9 kN-m

available flexural strength

V_n

Ω_v

408 kN

available shear strength

W_max

60.2 kN

maximum uniform load

Open in beam calculator →

P_max

30.1 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,270 kN

available tensile strength

P_n

Ω_c

632 kN

available compressive strength

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