H 300x150

Japan

Dimensions

300 mm

depth

150 mm

flange width

t_f

9 mm

flange thickness

t_w

6.5 mm

web thickness

r₁

13 mm

fillet radius

Properties

36.7 kg/m

weight

4,680 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

75 mm

shear center distance to edge

x-x Axis

I_x

72.1ᴇ6 mm⁴

moment of inertia

S_x

481,000 mm³

elastic section modulus

Z_x

542,000 mm³

plastic section modulus

r_x

124 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

5.08ᴇ6 mm⁴

moment of inertia

S_y

67,700 mm³

elastic section modulus

Z_y

105,000 mm³

plastic section modulus

r_y

32.9 mm

radius of gyration

75 mm

distance from edge to centroidal axis

x_p

75 mm

horizontal distance from edge to plastic neutral axis

Torsion

124,000 mm⁴

torsional constant

C_w

107ᴇ9 mm⁶

warping constant

W_no

10,900 mm²

normalized warping function

S_w1

3.68ᴇ6 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

79.6 kN-m

available flexural strength

V_n

Ω_v

191 kN

available shear strength

W_max

209 kN

maximum uniform load

Open in beam calculator →

P_max

104 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

15.4 kN-m

available flexural strength

V_n

Ω_v

238 kN

available shear strength

W_max

40.5 kN

maximum uniform load

Open in beam calculator →

P_max

20.2 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

686 kN

available tensile strength

P_n

Ω_c

439 kN

available compressive strength

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