H 300x305

Japan

Dimensions

300 mm

depth

305 mm

flange width

t_f

15 mm

flange thickness

t_w

15 mm

web thickness

r₁

18 mm

fillet radius

Properties

106 kg/m

weight

13,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

153 mm

shear center distance to edge

x-x Axis

I_x

215ᴇ6 mm⁴

moment of inertia

S_x

1.44ᴇ6 mm³

elastic section modulus

Z_x

1.61ᴇ6 mm³

plastic section modulus

r_x

126 mm

radius of gyration

150 mm

distance from edge to centroidal axis

y_p

150 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

71ᴇ6 mm⁴

moment of inertia

S_y

466,000 mm³

elastic section modulus

Z_y

716,000 mm³

plastic section modulus

r_y

72.6 mm

radius of gyration

152 mm

distance from edge to centroidal axis

x_p

153 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.16ᴇ6 mm⁴

torsional constant

C_w

1.44ᴇ12 mm⁶

warping constant

W_no

21,700 mm²

normalized warping function

S_w1

24.9ᴇ6 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

237 kN-m

available flexural strength

V_n

Ω_v

441 kN

available shear strength

W_max

622 kN

maximum uniform load

Open in beam calculator →

P_max

311 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

105 kN-m

available flexural strength

V_n

Ω_v

805 kN

available shear strength

W_max

276 kN

maximum uniform load

Open in beam calculator →

P_max

138 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,980 kN

available tensile strength

P_n

Ω_c

1,800 kN

available compressive strength

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