IR 610x113.4 IR 24x76

Mexico

Dimensions

608 mm

depth

228 mm

flange width

t_f

17.3 mm

flange thickness

t_w

11.2 mm

web thickness

Secondary Dimensions

535 mm

depth between fillets

k_des

30 mm

design distance including flange thickness and web fillet

k₁

24 mm

distance from web center to flange fillet

Properties

113 kg/m

weight

14,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

114 mm

shear center distance to edge

x-x Axis

I_x

874ᴇ6 mm⁴

moment of inertia

S_x

2.88ᴇ6 mm³

elastic section modulus

Z_x

3.28ᴇ6 mm³

plastic section modulus

r_x

246 mm

radius of gyration

304 mm

distance from edge to centroidal axis

y_p

304 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

34.3ᴇ6 mm⁴

moment of inertia

S_y

302,000 mm³

elastic section modulus

Z_y

469,000 mm³

plastic section modulus

r_y

49 mm

radius of gyration

114 mm

distance from edge to centroidal axis

x_p

114 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.12ᴇ6 mm⁴

torsional constant

C_w

2.99ᴇ12 mm⁶

warping constant

W_no

33,700 mm²

normalized warping function

S_w1

33.2ᴇ6 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

487 kN-m

available flexural strength

V_n

Ω_v

676 kN

available shear strength

W_max

1,280 kN

maximum uniform load

Open in beam calculator →

P_max

639 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

69.7 kN-m

available flexural strength

V_n

Ω_v

704 kN

available shear strength

W_max

183 kN

maximum uniform load

Open in beam calculator →

P_max

91.5 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,150 kN

available tensile strength

P_n

Ω_c

1,750 kN

available compressive strength

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