900 WB 257

Australia

Dimensions

916 mm

depth

400 mm

flange width

T_f

28 mm

flange thickness

T_w

12 mm

web thickness

r₁

6 mm

fillet radius

Properties

257 kg/m

weight

32,700 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

5.05ᴇ9 mm⁴

moment of inertia

S_x

11ᴇ6 mm³

elastic section modulus

Z_x

12.2ᴇ6 mm³

plastic section modulus

r_x

393 mm

radius of gyration

C_y

458 mm

distance from edge to centroidal axis

y_p

458 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

299ᴇ6 mm⁴

moment of inertia

S_y

1.49ᴇ6 mm³

elastic section modulus

Z_y

2.27ᴇ6 mm³

plastic section modulus

r_y

95.5 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

6.35ᴇ6 mm⁴

torsional constant

I_w

58.9ᴇ12 mm⁶

warping constant

W_no

88,800 mm²

normalized warping function

S_w1

249ᴇ6 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

1,830 kN-m

available flexural strength

V_n

Ω_v

987 kN

available shear strength

W_max

1,970 kN

maximum uniform load

Open in beam calculator →

P_max

1,970 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

340 kN-m

available flexural strength

V_n

Ω_v

2,010 kN

available shear strength

W_max

892 kN

maximum uniform load

Open in beam calculator →

P_max

446 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,900 kN

available tensile strength

P_n

Ω_c

4,640 kN

available compressive strength

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