H 298x299

Japan

Dimensions

298 mm

depth

299 mm

flange width

t_f

14 mm

flange thickness

t_w

9 mm

web thickness

r₁

18 mm

fillet radius

Properties

87 kg/m

weight

11,100 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

150 mm

shear center distance to edge

x-x Axis

I_x

188ᴇ6 mm⁴

moment of inertia

S_x

1.27ᴇ6 mm³

elastic section modulus

Z_x

1.39ᴇ6 mm³

plastic section modulus

r_x

130 mm

radius of gyration

149 mm

distance from edge to centroidal axis

y_p

149 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

62.4ᴇ6 mm⁴

moment of inertia

S_y

417,000 mm³

elastic section modulus

Z_y

634,000 mm³

plastic section modulus

r_y

75 mm

radius of gyration

150 mm

distance from edge to centroidal axis

x_p

150 mm

horizontal distance from edge to plastic neutral axis

Torsion

713,000 mm⁴

torsional constant

C_w

1.26ᴇ12 mm⁶

warping constant

W_no

21,200 mm²

normalized warping function

S_w1

22.2ᴇ6 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

204 kN-m

available flexural strength

V_n

Ω_v

263 kN

available shear strength

W_max

526 kN

maximum uniform load

Open in beam calculator →

P_max

268 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

93 kN-m

available flexural strength

V_n

Ω_v

737 kN

available shear strength

W_max

244 kN

maximum uniform load

Open in beam calculator →

P_max

122 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,630 kN

available tensile strength

P_n

Ω_c

1,490 kN

available compressive strength

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