H 596x199

Japan

Dimensions

596 mm

depth

199 mm

flange width

t_f

15 mm

flange thickness

t_w

10 mm

web thickness

r₁

22 mm

fillet radius

Properties

94.6 kg/m

weight

12,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

99.5 mm

shear center distance to edge

x-x Axis

I_x

687ᴇ6 mm⁴

moment of inertia

S_x

2.31ᴇ6 mm³

elastic section modulus

Z_x

2.65ᴇ6 mm³

plastic section modulus

r_x

239 mm

radius of gyration

298 mm

distance from edge to centroidal axis

y_p

298 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

19.8ᴇ6 mm⁴

moment of inertia

S_y

199,000 mm³

elastic section modulus

Z_y

315,000 mm³

plastic section modulus

r_y

40.5 mm

radius of gyration

99.5 mm

distance from edge to centroidal axis

x_p

99.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

824,000 mm⁴

torsional constant

C_w

1.67ᴇ12 mm⁶

warping constant

W_no

28,900 mm²

normalized warping function

S_w1

21.6ᴇ6 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

389 kN-m

available flexural strength

V_n

Ω_v

584 kN

available shear strength

W_max

1,020 kN

maximum uniform load

Open in beam calculator →

P_max

511 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

46.3 kN-m

available flexural strength

V_n

Ω_v

526 kN

available shear strength

W_max

121 kN

maximum uniform load

Open in beam calculator →

P_max

60.7 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,770 kN

available tensile strength

P_n

Ω_c

1,320 kN

available compressive strength

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