H 700x300

Japan

Dimensions

700 mm

depth

300 mm

flange width

t_f

24 mm

flange thickness

t_w

13 mm

web thickness

r₁

28 mm

fillet radius

Properties

185 kg/m

weight

23,600 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

2.01ᴇ9 mm⁴

moment of inertia

S_x

5.76ᴇ6 mm³

elastic section modulus

Z_x

6.47ᴇ6 mm³

plastic section modulus

r_x

293 mm

radius of gyration

350 mm

distance from edge to centroidal axis

y_p

350 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

108ᴇ6 mm⁴

moment of inertia

S_y

722,000 mm³

elastic section modulus

Z_y

1.12ᴇ6 mm³

plastic section modulus

r_y

67.8 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

3.83ᴇ6 mm⁴

torsional constant

C_w

12.4ᴇ12 mm⁶

warping constant

W_no

50,700 mm²

normalized warping function

S_w1

91.3ᴇ6 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

910 kN-m

available flexural strength

V_n

Ω_v

855 kN

available shear strength

W_max

1,710 kN

maximum uniform load

Open in beam calculator →

P_max

1,190 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

157 kN-m

available flexural strength

V_n

Ω_v

1,220 kN

available shear strength

W_max

412 kN

maximum uniform load

Open in beam calculator →

P_max

206 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,310 kN

available tensile strength

P_n

Ω_c

3,000 kN

available compressive strength

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