H 792x300

Japan

Dimensions

792 mm

depth

300 mm

flange width

t_f

22 mm

flange thickness

t_w

14 mm

web thickness

r₁

28 mm

fillet radius

Properties

191 kg/m

weight

24,300 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

2.54ᴇ9 mm⁴

moment of inertia

S_x

6.41ᴇ6 mm³

elastic section modulus

Z_x

7.29ᴇ6 mm³

plastic section modulus

r_x

323 mm

radius of gyration

396 mm

distance from edge to centroidal axis

y_p

396 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

99.3ᴇ6 mm⁴

moment of inertia

S_y

662,000 mm³

elastic section modulus

Z_y

1.04ᴇ6 mm³

plastic section modulus

r_y

63.9 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

3.41ᴇ6 mm⁴

torsional constant

C_w

14.7ᴇ12 mm⁶

warping constant

W_no

57,700 mm²

normalized warping function

S_w1

95.3ᴇ6 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

1,030 kN-m

available flexural strength

V_n

Ω_v

1,040 kN

available shear strength

W_max

2,080 kN

maximum uniform load

Open in beam calculator →

P_max

1,350 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

146 kN-m

available flexural strength

V_n

Ω_v

1,110 kN

available shear strength

W_max

383 kN

maximum uniform load

Open in beam calculator →

P_max

191 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,430 kN

available tensile strength

P_n

Ω_c

3,060 kN

available compressive strength

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