1000 WB 215

Australia

Dimensions

1,000 mm

depth

300 mm

flange width

T_f

20 mm

flange thickness

T_w

16 mm

web thickness

r₁

8 mm

fillet radius

Properties

215 kg/m

weight

27,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

150 mm

shear center distance to edge

x-x Axis

I_x

4.06ᴇ9 mm⁴

moment of inertia

S_x

8.15ᴇ6 mm³

elastic section modulus

Z_x

9.57ᴇ6 mm³

plastic section modulus

r_x

385 mm

radius of gyration

C_y

500 mm

distance from edge to centroidal axis

y_p

500 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

90.3ᴇ6 mm⁴

moment of inertia

S_y

602,000 mm³

elastic section modulus

Z_y

961,000 mm³

plastic section modulus

r_y

57.4 mm

radius of gyration

C_x

150 mm

distance from edge to centroidal axis

x_p

150 mm

horizontal distance from edge to plastic neutral axis

Torsion

2.91ᴇ6 mm⁴

torsional constant

I_w

21.7ᴇ12 mm⁶

warping constant

W_no

73,500 mm²

normalized warping function

S_w1

110ᴇ6 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

1,430 kN-m

available flexural strength

V_n

Ω_v

1,600 kN

available shear strength

W_max

3,200 kN

maximum uniform load

Open in beam calculator →

P_max

1,880 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

144 kN-m

available flexural strength

V_n

Ω_v

1,080 kN

available shear strength

W_max

378 kN

maximum uniform load

Open in beam calculator →

P_max

189 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,100 kN

available tensile strength

P_n

Ω_c

3,530 kN

available compressive strength

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