IR 152x37.2 IR 6x25

Mexico

Dimensions

162 mm

depth

154 mm

flange width

t_f

11.6 mm

flange thickness

t_w

8.1 mm

web thickness

Secondary Dimensions

121 mm

depth between fillets

k_des

21 mm

design distance including flange thickness and web fillet

k₁

11 mm

distance from web center to flange fillet

Properties

37.2 kg/m

weight

4,740 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

77 mm

shear center distance to edge

x-x Axis

I_x

22.2ᴇ6 mm⁴

moment of inertia

S_x

274,000 mm³

elastic section modulus

Z_x

310,000 mm³

plastic section modulus

r_x

68.5 mm

radius of gyration

81 mm

distance from edge to centroidal axis

y_p

81 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

7.12ᴇ6 mm⁴

moment of inertia

S_y

92,000 mm³

elastic section modulus

Z_y

140,000 mm³

plastic section modulus

r_y

39 mm

radius of gyration

77 mm

distance from edge to centroidal axis

x_p

77 mm

horizontal distance from edge to plastic neutral axis

Torsion

191,000 mm⁴

torsional constant

C_w

40ᴇ9 mm⁶

warping constant

W_no

5,790 mm²

normalized warping function

S_w1

2.59ᴇ6 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

46.1 kN-m

available flexural strength

V_n

Ω_v

130 kN

available shear strength

W_max

121 kN

maximum uniform load

Open in beam calculator →

P_max

60.5 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

20.8 kN-m

available flexural strength

V_n

Ω_v

319 kN

available shear strength

W_max

54.6 kN

maximum uniform load

Open in beam calculator →

P_max

27.3 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

705 kN

available tensile strength

P_n

Ω_c

511 kN

available compressive strength

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