1000 WB 258

Australia

Dimensions

1,010 mm

depth

350 mm

flange width

T_f

25 mm

flange thickness

T_w

16 mm

web thickness

r₁

8 mm

fillet radius

Properties

258 kg/m

weight

32,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

175 mm

shear center distance to edge

x-x Axis

I_x

5.43ᴇ9 mm⁴

moment of inertia

S_x

10.8ᴇ6 mm³

elastic section modulus

Z_x

12.3ᴇ6 mm³

plastic section modulus

r_x

406 mm

radius of gyration

C_y

505 mm

distance from edge to centroidal axis

y_p

505 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

179ᴇ6 mm⁴

moment of inertia

S_y

1.02ᴇ6 mm³

elastic section modulus

Z_y

1.59ᴇ6 mm³

plastic section modulus

r_y

73.7 mm

radius of gyration

C_x

175 mm

distance from edge to centroidal axis

x_p

175 mm

horizontal distance from edge to plastic neutral axis

Torsion

4.96ᴇ6 mm⁴

torsional constant

I_w

43.4ᴇ12 mm⁶

warping constant

W_no

86,200 mm²

normalized warping function

S_w1

189ᴇ6 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

1,840 kN-m

available flexural strength

V_n

Ω_v

1,620 kN

available shear strength

W_max

3,230 kN

maximum uniform load

Open in beam calculator →

P_max

2,420 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

238 kN-m

available flexural strength

V_n

Ω_v

1,570 kN

available shear strength

W_max

625 kN

maximum uniform load

Open in beam calculator →

P_max

312 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,920 kN

available tensile strength

P_n

Ω_c

4,490 kN

available compressive strength

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