200 UC 46.2

Australia

Dimensions

203 mm

depth

203 mm

flange width

T_f

11 mm

flange thickness

T_w

7.32 mm

web thickness

r₁

11.4 mm

fillet radius

Properties

46.2 kg/m

weight

5,880 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

102 mm

shear center distance to edge

x-x Axis

I_x

45.6ᴇ6 mm⁴

moment of inertia

S_x

452,000 mm³

elastic section modulus

Z_x

497,000 mm³

plastic section modulus

r_x

88.2 mm

radius of gyration

C_y

102 mm

distance from edge to centroidal axis

y_p

102 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

15.4ᴇ6 mm⁴

moment of inertia

S_y

152,000 mm³

elastic section modulus

Z_y

230,000 mm³

plastic section modulus

r_y

51 mm

radius of gyration

C_x

102 mm

distance from edge to centroidal axis

x_p

102 mm

horizontal distance from edge to plastic neutral axis

Torsion

222,000 mm⁴

torsional constant

I_w

142ᴇ9 mm⁶

warping constant

W_no

9,770 mm²

normalized warping function

S_w1

5.46ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

260 N/mm²

yield strength

F_u

410 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

77.4 kN-m

available flexural strength

V_n

Ω_v

155 kN

available shear strength

W_max

203 kN

maximum uniform load

Open in beam calculator →

P_max

102 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

35.8 kN-m

available flexural strength

V_n

Ω_v

418 kN

available shear strength

W_max

94 kN

maximum uniform load

Open in beam calculator →

P_max

47 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

904 kN

available tensile strength

P_n

Ω_c

752 kN

available compressive strength

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