IR 914x201.1 IR 36x135

Mexico

Dimensions

903 mm

depth

304 mm

flange width

t_f

20.1 mm

flange thickness

t_w

15.2 mm

web thickness

Secondary Dimensions

81.7 mm

depth between fillets

k_des

43 mm

design distance including flange thickness and web fillet

k₁

29 mm

distance from web center to flange fillet

Properties

201 kg/m

weight

25,600 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

152 mm

shear center distance to edge

x-x Axis

I_x

3.25ᴇ9 mm⁴

moment of inertia

S_x

7.19ᴇ6 mm³

elastic section modulus

Z_x

8.34ᴇ6 mm³

plastic section modulus

r_x

357 mm

radius of gyration

451 mm

distance from edge to centroidal axis

y_p

452 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

93.6ᴇ6 mm⁴

moment of inertia

S_y

618,000 mm³

elastic section modulus

Z_y

978,000 mm³

plastic section modulus

r_y

60 mm

radius of gyration

152 mm

distance from edge to centroidal axis

x_p

152 mm

horizontal distance from edge to plastic neutral axis

Torsion

2.91ᴇ6 mm⁴

torsional constant

C_w

18.4ᴇ12 mm⁶

warping constant

W_no

67,100 mm²

normalized warping function

S_w1

103ᴇ6 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

1,240 kN-m

available flexural strength

V_n

Ω_v

1,360 kN

available shear strength

W_max

2,730 kN

maximum uniform load

Open in beam calculator →

P_max

1,630 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

145 kN-m

available flexural strength

V_n

Ω_v

1,090 kN

available shear strength

W_max

382 kN

maximum uniform load

Open in beam calculator →

P_max

191 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,810 kN

available tensile strength

P_n

Ω_c

3,320 kN

available compressive strength

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