H 310x305

Japan

Dimensions

310 mm

depth

305 mm

flange width

t_f

20 mm

flange thickness

t_w

15 mm

web thickness

r₁

18 mm

fillet radius

Properties

130 kg/m

weight

16,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

152 mm

shear center distance to edge

x-x Axis

I_x

282ᴇ6 mm⁴

moment of inertia

S_x

1.81ᴇ6 mm³

elastic section modulus

Z_x

2.08ᴇ6 mm³

plastic section modulus

r_x

132 mm

radius of gyration

155 mm

distance from edge to centroidal axis

y_p

155 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

94.6ᴇ6 mm⁴

moment of inertia

S_y

620,000 mm³

elastic section modulus

Z_y

949,000 mm³

plastic section modulus

r_y

76 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

2.15ᴇ6 mm⁴

torsional constant

C_w

1.99ᴇ12 mm⁶

warping constant

W_no

22,100 mm²

normalized warping function

S_w1

33.7ᴇ6 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

293 kN-m

available flexural strength

V_n

Ω_v

437 kN

available shear strength

W_max

768 kN

maximum uniform load

Open in beam calculator →

P_max

384 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

133 kN-m

available flexural strength

V_n

Ω_v

1,030 kN

available shear strength

W_max

350 kN

maximum uniform load

Open in beam calculator →

P_max

175 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,330 kN

available tensile strength

P_n

Ω_c

2,150 kN

available compressive strength

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