IE 610x134 IE 24x90

Mexico

Dimensions

607 mm

depth

181 mm

flange width

t_f

22.1 mm

flange thickness

t_w

15.9 mm

web thickness

Secondary Dimensions

521 mm

depth between fillets

k_des

44 mm

design distance including flange thickness and web fillet

Properties

134 kg/m

weight

17,100 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

90.5 mm

shear center distance to edge

x-x Axis

I_x

937ᴇ6 mm⁴

moment of inertia

S_x

3.06ᴇ6 mm³

elastic section modulus

Z_x

3.64ᴇ6 mm³

plastic section modulus

r_x

234 mm

radius of gyration

303 mm

distance from edge to centroidal axis

y_p

303 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

18.7ᴇ6 mm⁴

moment of inertia

S_y

206,000 mm³

elastic section modulus

Z_y

365,000 mm³

plastic section modulus

r_y

33 mm

radius of gyration

90.5 mm

distance from edge to centroidal axis

x_p

90.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

2.51ᴇ6 mm⁴

torsional constant

C_w

1.62ᴇ12 mm⁶

warping constant

W_no

26,500 mm²

normalized warping function

S_w1

26.5ᴇ6 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

541 kN-m

available flexural strength

V_n

Ω_v

957 kN

available shear strength

W_max

1,420 kN

maximum uniform load

Open in beam calculator →

P_max

710 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

49 kN-m

available flexural strength

V_n

Ω_v

713 kN

available shear strength

W_max

129 kN

maximum uniform load

Open in beam calculator →

P_max

64.3 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,540 kN

available tensile strength

P_n

Ω_c

1,620 kN

available compressive strength

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