IE 508x111.6 IE 20x75

Mexico

Dimensions

508 mm

depth

162 mm

flange width

t_f

20.2 mm

flange thickness

t_w

16.1 mm

web thickness

Secondary Dimensions

425 mm

depth between fillets

k_des

41 mm

design distance including flange thickness and web fillet

Properties

112 kg/m

weight

14,200 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

81.1 mm

shear center distance to edge

x-x Axis

I_x

533ᴇ6 mm⁴

moment of inertia

S_x

2.1ᴇ6 mm³

elastic section modulus

Z_x

2.51ᴇ6 mm³

plastic section modulus

r_x

194 mm

radius of gyration

254 mm

distance from edge to centroidal axis

y_p

254 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

12.4ᴇ6 mm⁴

moment of inertia

S_y

153,000 mm³

elastic section modulus

Z_y

274,000 mm³

plastic section modulus

r_y

29.5 mm

radius of gyration

81.1 mm

distance from edge to centroidal axis

x_p

81.1 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.91ᴇ6 mm⁴

torsional constant

C_w

751ᴇ9 mm⁶

warping constant

W_no

19,800 mm²

normalized warping function

S_w1

16.2ᴇ6 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

373 kN-m

available flexural strength

V_n

Ω_v

814 kN

available shear strength

W_max

978 kN

maximum uniform load

Open in beam calculator →

P_max

489 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

36.3 kN-m

available flexural strength

V_n

Ω_v

584 kN

available shear strength

W_max

95.3 kN

maximum uniform load

Open in beam calculator →

P_max

47.7 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,110 kN

available tensile strength

P_n

Ω_c

1,200 kN

available compressive strength

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