IR 152x24 IR 6x16

Mexico

Dimensions

160 mm

depth

102 mm

flange width

t_f

10.3 mm

flange thickness

t_w

6.6 mm

web thickness

Secondary Dimensions

121 mm

depth between fillets

k_des

19 mm

design distance including flange thickness and web fillet

k₁

11 mm

distance from web center to flange fillet

Properties

24 kg/m

weight

3,060 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

51 mm

shear center distance to edge

x-x Axis

I_x

13.4ᴇ6 mm⁴

moment of inertia

S_x

167,000 mm³

elastic section modulus

Z_x

192,000 mm³

plastic section modulus

r_x

66.3 mm

radius of gyration

80 mm

distance from edge to centroidal axis

y_p

80 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

1.84ᴇ6 mm⁴

moment of inertia

S_y

36,000 mm³

elastic section modulus

Z_y

56,000 mm³

plastic section modulus

r_y

25 mm

radius of gyration

51 mm

distance from edge to centroidal axis

x_p

51 mm

horizontal distance from edge to plastic neutral axis

Torsion

92,000 mm⁴

torsional constant

C_w

10.2ᴇ9 mm⁶

warping constant

W_no

3,820 mm²

normalized warping function

S_w1

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

28.5 kN-m

available flexural strength

V_n

Ω_v

105 kN

available shear strength

W_max

74.9 kN

maximum uniform load

Open in beam calculator →

P_max

37.4 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

8.32 kN-m

available flexural strength

V_n

Ω_v

187 kN

available shear strength

W_max

21.8 kN

maximum uniform load

Open in beam calculator →

P_max

10.9 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

455 kN

available tensile strength

P_n

Ω_c

208 kN

available compressive strength

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