IR 254x58.2 IR 10x39

Mexico

Dimensions

252 mm

depth

203 mm

flange width

t_f

13.5 mm

flange thickness

t_w

8 mm

web thickness

Secondary Dimensions

195 mm

depth between fillets

k_des

29 mm

design distance including flange thickness and web fillet

k₁

17 mm

distance from web center to flange fillet

Properties

58.2 kg/m

weight

7,420 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

102 mm

shear center distance to edge

x-x Axis

I_x

87ᴇ6 mm⁴

moment of inertia

S_x

690,000 mm³

elastic section modulus

Z_x

767,000 mm³

plastic section modulus

r_x

108 mm

radius of gyration

126 mm

distance from edge to centroidal axis

y_p

126 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

18.7ᴇ6 mm⁴

moment of inertia

S_y

185,000 mm³

elastic section modulus

Z_y

282,000 mm³

plastic section modulus

r_y

50 mm

radius of gyration

102 mm

distance from edge to centroidal axis

x_p

101 mm

horizontal distance from edge to plastic neutral axis

Torsion

408,000 mm⁴

torsional constant

C_w

268ᴇ9 mm⁶

warping constant

W_no

12,100 mm²

normalized warping function

S_w1

8.29ᴇ6 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

114 kN-m

available flexural strength

V_n

Ω_v

200 kN

available shear strength

W_max

299 kN

maximum uniform load

Open in beam calculator →

P_max

150 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

41.9 kN-m

available flexural strength

V_n

Ω_v

489 kN

available shear strength

W_max

110 kN

maximum uniform load

Open in beam calculator →

P_max

55 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,100 kN

available tensile strength

P_n

Ω_c

907 kN

available compressive strength

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