IR 356x178.8 IR 14x120

Mexico

Dimensions

368 mm

depth

373 mm

flange width

t_f

23.9 mm

flange thickness

t_w

15 mm

web thickness

Secondary Dimensions

285 mm

depth between fillets

k_des

41 mm

design distance including flange thickness and web fillet

k₁

24 mm

distance from web center to flange fillet

Properties

179 kg/m

weight

22,800 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

186 mm

shear center distance to edge

x-x Axis

I_x

574ᴇ6 mm⁴

moment of inertia

S_x

3.11ᴇ6 mm³

elastic section modulus

Z_x

3.47ᴇ6 mm³

plastic section modulus

r_x

159 mm

radius of gyration

184 mm

distance from edge to centroidal axis

y_p

184 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

206ᴇ6 mm⁴

moment of inertia

S_y

1.11ᴇ6 mm³

elastic section modulus

Z_y

1.67ᴇ6 mm³

plastic section modulus

r_y

95 mm

radius of gyration

186 mm

distance from edge to centroidal axis

x_p

187 mm

horizontal distance from edge to plastic neutral axis

Torsion

3.9ᴇ6 mm⁴

torsional constant

C_w

6.12ᴇ12 mm⁶

warping constant

W_no

32,100 mm²

normalized warping function

S_w1

71.5ᴇ6 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

516 kN-m

available flexural strength

V_n

Ω_v

548 kN

available shear strength

W_max

1,100 kN

maximum uniform load

Open in beam calculator →

P_max

678 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

248 kN-m

available flexural strength

V_n

Ω_v

1,590 kN

available shear strength

W_max

652 kN

maximum uniform load

Open in beam calculator →

P_max

326 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,390 kN

available tensile strength

P_n

Ω_c

3,210 kN

available compressive strength

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