H 350x357

Japan

Dimensions

350 mm

depth

357 mm

flange width

t_f

19 mm

flange thickness

t_w

19 mm

web thickness

r₁

20 mm

fillet radius

Properties

156 kg/m

weight

19,100 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

179 mm

shear center distance to edge

x-x Axis

I_x

428ᴇ6 mm⁴

moment of inertia

S_x

2.45ᴇ6 mm³

elastic section modulus

Z_x

2.76ᴇ6 mm³

plastic section modulus

r_x

147 mm

radius of gyration

175 mm

distance from edge to centroidal axis

y_p

175 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

144ᴇ6 mm⁴

moment of inertia

S_y

809,000 mm³

elastic section modulus

Z_y

1.24ᴇ6 mm³

plastic section modulus

r_y

85.3 mm

radius of gyration

178 mm

distance from edge to centroidal axis

x_p

179 mm

horizontal distance from edge to plastic neutral axis

Torsion

2.7ᴇ6 mm⁴

torsional constant

C_w

3.95ᴇ12 mm⁶

warping constant

W_no

29,500 mm²

normalized warping function

S_w1

50.1ᴇ6 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

388 kN-m

available flexural strength

V_n

Ω_v

625 kN

available shear strength

W_max

1,020 kN

maximum uniform load

Open in beam calculator →

P_max

510 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

175 kN-m

available flexural strength

V_n

Ω_v

1,150 kN

available shear strength

W_max

459 kN

maximum uniform load

Open in beam calculator →

P_max

230 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,690 kN

available tensile strength

P_n

Ω_c

2,530 kN

available compressive strength

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