H 400x200

Japan

Dimensions

400 mm

depth

200 mm

flange width

t_f

13 mm

flange thickness

t_w

8 mm

web thickness

r₁

16 mm

fillet radius

Properties

66 kg/m

weight

8,410 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

100 mm

shear center distance to edge

x-x Axis

I_x

237ᴇ6 mm⁴

moment of inertia

S_x

1.19ᴇ6 mm³

elastic section modulus

Z_x

1.33ᴇ6 mm³

plastic section modulus

r_x

168 mm

radius of gyration

200 mm

distance from edge to centroidal axis

y_p

200 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

17.4ᴇ6 mm⁴

moment of inertia

S_y

174,000 mm³

elastic section modulus

Z_y

268,000 mm³

plastic section modulus

r_y

45.4 mm

radius of gyration

100 mm

distance from edge to centroidal axis

x_p

100 mm

horizontal distance from edge to plastic neutral axis

Torsion

422,000 mm⁴

torsional constant

C_w

650ᴇ9 mm⁶

warping constant

W_no

19,400 mm²

normalized warping function

S_w1

12.6ᴇ6 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

195 kN-m

available flexural strength

V_n

Ω_v

314 kN

available shear strength

W_max

511 kN

maximum uniform load

Open in beam calculator →

P_max

255 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

39.3 kN-m

available flexural strength

V_n

Ω_v

458 kN

available shear strength

W_max

103 kN

maximum uniform load

Open in beam calculator →

P_max

51.5 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,230 kN

available tensile strength

P_n

Ω_c

976 kN

available compressive strength

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