200 UC 52.2

Australia

Dimensions

206 mm

depth

204 mm

flange width

T_f

12.5 mm

flange thickness

T_w

8 mm

web thickness

r₁

11.4 mm

fillet radius

Properties

52.2 kg/m

weight

6,640 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

52.6ᴇ6 mm⁴

moment of inertia

S_x

512,000 mm³

elastic section modulus

Z_x

568,000 mm³

plastic section modulus

r_x

89.1 mm

radius of gyration

C_y

103 mm

distance from edge to centroidal axis

y_p

103 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

17.7ᴇ6 mm⁴

moment of inertia

S_y

173,000 mm³

elastic section modulus

Z_y

264,000 mm³

plastic section modulus

r_y

51.5 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

320,000 mm⁴

torsional constant

I_w

166ᴇ9 mm⁶

warping constant

W_no

9,880 mm²

normalized warping function

S_w1

6.3ᴇ6 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

85 kN-m

available flexural strength

V_n

Ω_v

165 kN

available shear strength

W_max

223 kN

maximum uniform load

Open in beam calculator →

P_max

112 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

39.5 kN-m

available flexural strength

V_n

Ω_v

458 kN

available shear strength

W_max

104 kN

maximum uniform load

Open in beam calculator →

P_max

51.9 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

994 kN

available tensile strength

P_n

Ω_c

826 kN

available compressive strength

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