IR 610x217.8 IR 24x146

Mexico

Dimensions

628 mm

depth

328 mm

flange width

t_f

27.7 mm

flange thickness

t_w

16.5 mm

web thickness

Secondary Dimensions

533 mm

depth between fillets

k_des

41 mm

design distance including flange thickness and web fillet

k₁

27 mm

distance from web center to flange fillet

Properties

218 kg/m

weight

27,700 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

164 mm

shear center distance to edge

x-x Axis

I_x

1.91ᴇ9 mm⁴

moment of inertia

S_x

6.08ᴇ6 mm³

elastic section modulus

Z_x

6.85ᴇ6 mm³

plastic section modulus

r_x

262 mm

radius of gyration

314 mm

distance from edge to centroidal axis

y_p

314 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

163ᴇ6 mm⁴

moment of inertia

S_y

991,000 mm³

elastic section modulus

Z_y

1.53ᴇ6 mm³

plastic section modulus

r_y

76 mm

radius of gyration

164 mm

distance from edge to centroidal axis

x_p

164 mm

horizontal distance from edge to plastic neutral axis

Torsion

5.58ᴇ6 mm⁴

torsional constant

C_w

14.7ᴇ12 mm⁶

warping constant

W_no

49,200 mm²

normalized warping function

S_w1

112ᴇ6 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

1,020 kN-m

available flexural strength

V_n

Ω_v

1,030 kN

available shear strength

W_max

2,060 kN

maximum uniform load

Open in beam calculator →

P_max

1,340 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

227 kN-m

available flexural strength

V_n

Ω_v

1,620 kN

available shear strength

W_max

596 kN

maximum uniform load

Open in beam calculator →

P_max

298 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,120 kN

available tensile strength

P_n

Ω_c

3,790 kN

available compressive strength

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