700 WB 130

Australia

Dimensions

700 mm

depth

250 mm

flange width

T_f

20 mm

flange thickness

T_w

10 mm

web thickness

r₁

6 mm

fillet radius

Properties

130 kg/m

weight

16,600 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

125 mm

shear center distance to edge

x-x Axis

I_x

1.4ᴇ9 mm⁴

moment of inertia

S_x

4ᴇ6 mm³

elastic section modulus

Z_x

4.49ᴇ6 mm³

plastic section modulus

r_x

290 mm

radius of gyration

C_y

350 mm

distance from edge to centroidal axis

y_p

350 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

52.1ᴇ6 mm⁴

moment of inertia

S_y

417,000 mm³

elastic section modulus

Z_y

642,000 mm³

plastic section modulus

r_y

56 mm

radius of gyration

C_x

125 mm

distance from edge to centroidal axis

x_p

125 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.55ᴇ6 mm⁴

torsional constant

I_w

6.03ᴇ12 mm⁶

warping constant

W_no

42,500 mm²

normalized warping function

S_w1

53.1ᴇ6 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

672 kN-m

available flexural strength

V_n

Ω_v

629 kN

available shear strength

W_max

1,260 kN

maximum uniform load

Open in beam calculator →

P_max

882 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

96.1 kN-m

available flexural strength

V_n

Ω_v

898 kN

available shear strength

W_max

252 kN

maximum uniform load

Open in beam calculator →

P_max

126 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,490 kN

available tensile strength

P_n

Ω_c

2,120 kN

available compressive strength

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