IR 610x125.1 IR 24x84

Mexico

Dimensions

612 mm

depth

229 mm

flange width

t_f

19.6 mm

flange thickness

t_w

11.9 mm

web thickness

Secondary Dimensions

533 mm

depth between fillets

k_des

33 mm

design distance including flange thickness and web fillet

k₁

24 mm

distance from web center to flange fillet

Properties

125 kg/m

weight

15,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

115 mm

shear center distance to edge

x-x Axis

I_x

986ᴇ6 mm⁴

moment of inertia

S_x

3.21ᴇ6 mm³

elastic section modulus

Z_x

3.67ᴇ6 mm³

plastic section modulus

r_x

249 mm

radius of gyration

306 mm

distance from edge to centroidal axis

y_p

306 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

39.3ᴇ6 mm⁴

moment of inertia

S_y

343,000 mm³

elastic section modulus

Z_y

534,000 mm³

plastic section modulus

r_y

50 mm

radius of gyration

114 mm

distance from edge to centroidal axis

x_p

115 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.54ᴇ6 mm⁴

torsional constant

C_w

3.45ᴇ12 mm⁶

warping constant

W_no

33,900 mm²

normalized warping function

S_w1

38.1ᴇ6 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

546 kN-m

available flexural strength

V_n

Ω_v

723 kN

available shear strength

W_max

1,430 kN

maximum uniform load

Open in beam calculator →

P_max

716 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

79.4 kN-m

available flexural strength

V_n

Ω_v

801 kN

available shear strength

W_max

208 kN

maximum uniform load

Open in beam calculator →

P_max

104 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,370 kN

available tensile strength

P_n

Ω_c

1,950 kN

available compressive strength

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