350 WC 280

Australia

Dimensions

355 mm

depth

350 mm

flange width

T_f

40 mm

flange thickness

T_w

28 mm

web thickness

r₁

8 mm

fillet radius

Properties

280 kg/m

weight

35,700 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

747ᴇ6 mm⁴

moment of inertia

S_x

4.21ᴇ6 mm³

elastic section modulus

Z_x

4.94ᴇ6 mm³

plastic section modulus

r_x

145 mm

radius of gyration

C_y

178 mm

distance from edge to centroidal axis

y_p

177 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

286ᴇ6 mm⁴

moment of inertia

S_y

1.64ᴇ6 mm³

elastic section modulus

Z_y

2.5ᴇ6 mm³

plastic section modulus

r_y

89.5 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

16.9ᴇ6 mm⁴

torsional constant

I_w

7.1ᴇ12 mm⁶

warping constant

W_no

27,600 mm²

normalized warping function

S_w1

96.5ᴇ6 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

740 kN-m

available flexural strength

V_n

Ω_v

994 kN

available shear strength

W_max

1,940 kN

maximum uniform load

Open in beam calculator →

P_max

970 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

374 kN-m

available flexural strength

V_n

Ω_v

2,510 kN

available shear strength

W_max

982 kN

maximum uniform load

Open in beam calculator →

P_max

491 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

5,340 kN

available tensile strength

P_n

Ω_c

5,030 kN

available compressive strength

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