IR 356x71.4 IR 14x48

Mexico

Dimensions

350 mm

depth

204 mm

flange width

t_f

15.1 mm

flange thickness

t_w

8.6 mm

web thickness

Secondary Dimensions

280 mm

depth between fillets

k_des

35 mm

design distance including flange thickness and web fillet

k₁

22 mm

distance from web center to flange fillet

Properties

71.4 kg/m

weight

9,100 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

202ᴇ6 mm⁴

moment of inertia

S_x

1.15ᴇ6 mm³

elastic section modulus

Z_x

1.28ᴇ6 mm³

plastic section modulus

r_x

149 mm

radius of gyration

175 mm

distance from edge to centroidal axis

y_p

175 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

21.4ᴇ6 mm⁴

moment of inertia

S_y

210,000 mm³

elastic section modulus

Z_y

321,000 mm³

plastic section modulus

r_y

49 mm

radius of gyration

102 mm

distance from edge to centroidal axis

x_p

102 mm

horizontal distance from edge to plastic neutral axis

Torsion

608,000 mm⁴

torsional constant

C_w

600ᴇ9 mm⁶

warping constant

W_no

17,100 mm²

normalized warping function

S_w1

13.2ᴇ6 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

191 kN-m

available flexural strength

V_n

Ω_v

299 kN

available shear strength

W_max

501 kN

maximum uniform load

Open in beam calculator →

P_max

251 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

47.7 kN-m

available flexural strength

V_n

Ω_v

549 kN

available shear strength

W_max

125 kN

maximum uniform load

Open in beam calculator →

P_max

62.6 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,350 kN

available tensile strength

P_n

Ω_c

1,100 kN

available compressive strength

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