H 200x204

Japan

Dimensions

200 mm

depth

204 mm

flange width

t_f

12 mm

flange thickness

t_w

12 mm

web thickness

r₁

13 mm

fillet radius

Properties

56.2 kg/m

weight

7,150 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

49.8ᴇ6 mm⁴

moment of inertia

S_x

498,000 mm³

elastic section modulus

Z_x

566,000 mm³

plastic section modulus

r_x

83.5 mm

radius of gyration

100 mm

distance from edge to centroidal axis

y_p

100 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

17ᴇ6 mm⁴

moment of inertia

S_y

167,000 mm³

elastic section modulus

Z_y

257,000 mm³

plastic section modulus

r_y

48.8 mm

radius of gyration

102 mm

distance from edge to centroidal axis

x_p

102 mm

horizontal distance from edge to plastic neutral axis

Torsion

395,000 mm⁴

torsional constant

C_w

150ᴇ9 mm⁶

warping constant

W_no

9,590 mm²

normalized warping function

S_w1

5.87ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

245 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

83 kN-m

available flexural strength

V_n

Ω_v

235 kN

available shear strength

W_max

218 kN

maximum uniform load

Open in beam calculator →

P_max

109 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

37.8 kN-m

available flexural strength

V_n

Ω_v

431 kN

available shear strength

W_max

99.1 kN

maximum uniform load

Open in beam calculator →

P_max

49.5 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,050 kN

available tensile strength

P_n

Ω_c

857 kN

available compressive strength

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