700 WB 150

Australia

Dimensions

710 mm

depth

250 mm

flange width

T_f

25 mm

flange thickness

T_w

10 mm

web thickness

r₁

6 mm

fillet radius

Properties

150 kg/m

weight

19,100 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

1.71ᴇ9 mm⁴

moment of inertia

S_x

4.82ᴇ6 mm³

elastic section modulus

Z_x

5.37ᴇ6 mm³

plastic section modulus

r_x

299 mm

radius of gyration

C_y

355 mm

distance from edge to centroidal axis

y_p

355 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

65.2ᴇ6 mm⁴

moment of inertia

S_y

521,000 mm³

elastic section modulus

Z_y

798,000 mm³

plastic section modulus

r_y

58.4 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

2.82ᴇ6 mm⁴

torsional constant

I_w

7.64ᴇ12 mm⁶

warping constant

W_no

42,800 mm²

normalized warping function

S_w1

66.9ᴇ6 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

804 kN-m

available flexural strength

V_n

Ω_v

638 kN

available shear strength

W_max

1,280 kN

maximum uniform load

Open in beam calculator →

P_max

1,050 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

119 kN-m

available flexural strength

V_n

Ω_v

1,120 kN

available shear strength

W_max

314 kN

maximum uniform load

Open in beam calculator →

P_max

157 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,860 kN

available tensile strength

P_n

Ω_c

2,470 kN

available compressive strength

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