IE 381x63.9 IE 15x42.88

Mexico

Dimensions

381 mm

depth

140 mm

flange width

t_f

15.8 mm

flange thickness

t_w

10.4 mm

web thickness

Secondary Dimensions

311 mm

depth between fillets

k_des

35 mm

design distance including flange thickness and web fillet

Properties

63.8 kg/m

weight

8,130 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

69.9 mm

shear center distance to edge

x-x Axis

I_x

186ᴇ6 mm⁴

moment of inertia

S_x

997,000 mm³

elastic section modulus

Z_x

1.14ᴇ6 mm³

plastic section modulus

r_x

151 mm

radius of gyration

190 mm

distance from edge to centroidal axis

y_p

190 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

5.99ᴇ6 mm⁴

moment of inertia

S_y

85,700 mm³

elastic section modulus

Z_y

148,000 mm³

plastic section modulus

r_y

27.2 mm

radius of gyration

69.9 mm

distance from edge to centroidal axis

x_p

69.9 mm

horizontal distance from edge to plastic neutral axis

Torsion

641,000 mm⁴

torsional constant

C_w

204ᴇ9 mm⁶

warping constant

W_no

12,800 mm²

normalized warping function

S_w1

7.04ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

248 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

169 kN-m

available flexural strength

V_n

Ω_v

395 kN

available shear strength

W_max

443 kN

maximum uniform load

Open in beam calculator →

P_max

222 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

20.4 kN-m

available flexural strength

V_n

Ω_v

394 kN

available shear strength

W_max

53.5 kN

maximum uniform load

Open in beam calculator →

P_max

26.7 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,210 kN

available tensile strength

P_n

Ω_c

624 kN

available compressive strength

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