H 506x201

Japan

Dimensions

506 mm

depth

201 mm

flange width

t_f

19 mm

flange thickness

t_w

11 mm

web thickness

r₁

20 mm

fillet radius

Properties

103 kg/m

weight

13,100 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

101 mm

shear center distance to edge

x-x Axis

I_x

565ᴇ6 mm⁴

moment of inertia

S_x

2.23ᴇ6 mm³

elastic section modulus

Z_x

2.54ᴇ6 mm³

plastic section modulus

r_x

207 mm

radius of gyration

253 mm

distance from edge to centroidal axis

y_p

253 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

25.8ᴇ6 mm⁴

moment of inertia

S_y

254,000 mm³

elastic section modulus

Z_y

401,000 mm³

plastic section modulus

r_y

44.3 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

1.32ᴇ6 mm⁴

torsional constant

C_w

1.53ᴇ12 mm⁶

warping constant

W_no

24,500 mm²

normalized warping function

S_w1

23.4ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

235 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

358 kN-m

available flexural strength

V_n

Ω_v

523 kN

available shear strength

W_max

939 kN

maximum uniform load

Open in beam calculator →

P_max

469 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

56.5 kN-m

available flexural strength

V_n

Ω_v

645 kN

available shear strength

W_max

148 kN

maximum uniform load

Open in beam calculator →

P_max

74.1 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,850 kN

available tensile strength

P_n

Ω_c

1,460 kN

available compressive strength

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