H 692x300

Japan

Dimensions

692 mm

depth

300 mm

flange width

t_f

20 mm

flange thickness

t_w

13 mm

web thickness

r₁

28 mm

fillet radius

Properties

166 kg/m

weight

21,200 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

1.72ᴇ9 mm⁴

moment of inertia

S_x

4.98ᴇ6 mm³

elastic section modulus

Z_x

5.63ᴇ6 mm³

plastic section modulus

r_x

286 mm

radius of gyration

346 mm

distance from edge to centroidal axis

y_p

346 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

90.2ᴇ6 mm⁴

moment of inertia

S_y

602,000 mm³

elastic section modulus

Z_y

936,000 mm³

plastic section modulus

r_y

65.3 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

2.6ᴇ6 mm⁴

torsional constant

C_w

10.2ᴇ12 mm⁶

warping constant

W_no

50,400 mm²

normalized warping function

S_w1

75.6ᴇ6 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

793 kN-m

available flexural strength

V_n

Ω_v

846 kN

available shear strength

W_max

1,690 kN

maximum uniform load

Open in beam calculator →

P_max

1,040 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

132 kN-m

available flexural strength

V_n

Ω_v

1,010 kN

available shear strength

W_max

346 kN

maximum uniform load

Open in beam calculator →

P_max

173 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,980 kN

available tensile strength

P_n

Ω_c

2,670 kN

available compressive strength

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