1200 WB 317

Australia

Dimensions

1,180 mm

depth

400 mm

flange width

T_f

28 mm

flange thickness

T_w

16 mm

web thickness

r₁

8 mm

fillet radius

Properties

317 kg/m

weight

40,300 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

200 mm

shear center distance to edge

x-x Axis

I_x

9.26ᴇ9 mm⁴

moment of inertia

S_x

15.8ᴇ6 mm³

elastic section modulus

Z_x

17.9ᴇ6 mm³

plastic section modulus

r_x

479 mm

radius of gyration

C_y

588 mm

distance from edge to centroidal axis

y_p

588 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

299ᴇ6 mm⁴

moment of inertia

S_y

1.5ᴇ6 mm³

elastic section modulus

Z_y

2.31ᴇ6 mm³

plastic section modulus

r_y

86.1 mm

radius of gyration

C_x

200 mm

distance from edge to centroidal axis

x_p

200 mm

horizontal distance from edge to plastic neutral axis

Torsion

7.38ᴇ6 mm⁴

torsional constant

I_w

98.5ᴇ12 mm⁶

warping constant

W_no

115,000 mm²

normalized warping function

S_w1

321ᴇ6 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

2,680 kN-m

available flexural strength

V_n

Ω_v

1,690 kN

available shear strength

W_max

3,380 kN

maximum uniform load

Open in beam calculator →

P_max

3,380 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

346 kN-m

available flexural strength

V_n

Ω_v

2,010 kN

available shear strength

W_max

908 kN

maximum uniform load

Open in beam calculator →

P_max

454 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

6,040 kN

available tensile strength

P_n

Ω_c

5,650 kN

available compressive strength

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