1200 WB 392

Australia

Dimensions

1,180 mm

depth

500 mm

flange width

T_f

32 mm

flange thickness

T_w

16 mm

web thickness

r₁

8 mm

fillet radius

Properties

392 kg/m

weight

49,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

250 mm

shear center distance to edge

x-x Axis

I_x

12.5ᴇ9 mm⁴

moment of inertia

S_x

21.1ᴇ6 mm³

elastic section modulus

Z_x

23.5ᴇ6 mm³

plastic section modulus

r_x

500 mm

radius of gyration

C_y

592 mm

distance from edge to centroidal axis

y_p

592 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

667ᴇ6 mm⁴

moment of inertia

S_y

2.67ᴇ6 mm³

elastic section modulus

Z_y

4.07ᴇ6 mm³

plastic section modulus

r_y

116 mm

radius of gyration

C_x

250 mm

distance from edge to centroidal axis

x_p

250 mm

horizontal distance from edge to plastic neutral axis

Torsion

12.5ᴇ6 mm⁴

torsional constant

I_w

221ᴇ12 mm⁶

warping constant

W_no

144,000 mm²

normalized warping function

S_w1

576ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

250 N/mm²

yield strength

F_u

410 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

3,520 kN-m

available flexural strength

V_n

Ω_v

1,700 kN

available shear strength

W_max

3,400 kN

maximum uniform load

Open in beam calculator →

P_max

3,400 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

609 kN-m

available flexural strength

V_n

Ω_v

2,870 kN

available shear strength

W_max

1,600 kN

maximum uniform load

Open in beam calculator →

P_max

800 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

7,470 kN

available tensile strength

P_n

Ω_c

7,200 kN

available compressive strength

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