H 594x302

Japan

Dimensions

594 mm

depth

302 mm

flange width

t_f

23 mm

flange thickness

t_w

14 mm

web thickness

r₁

28 mm

fillet radius

Properties

175 kg/m

weight

22,200 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

151 mm

shear center distance to edge

x-x Axis

I_x

1.37ᴇ9 mm⁴

moment of inertia

S_x

4.62ᴇ6 mm³

elastic section modulus

Z_x

5.2ᴇ6 mm³

plastic section modulus

r_x

249 mm

radius of gyration

297 mm

distance from edge to centroidal axis

y_p

297 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

106ᴇ6 mm⁴

moment of inertia

S_y

701,000 mm³

elastic section modulus

Z_y

1.08ᴇ6 mm³

plastic section modulus

r_y

69 mm

radius of gyration

151 mm

distance from edge to centroidal axis

x_p

151 mm

horizontal distance from edge to plastic neutral axis

Torsion

3.56ᴇ6 mm⁴

torsional constant

C_w

8.63ᴇ12 mm⁶

warping constant

W_no

43,100 mm²

normalized warping function

S_w1

74.9ᴇ6 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

732 kN-m

available flexural strength

V_n

Ω_v

782 kN

available shear strength

W_max

1,560 kN

maximum uniform load

Open in beam calculator →

P_max

960 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

153 kN-m

available flexural strength

V_n

Ω_v

1,170 kN

available shear strength

W_max

401 kN

maximum uniform load

Open in beam calculator →

P_max

200 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,130 kN

available tensile strength

P_n

Ω_c

2,840 kN

available compressive strength

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