H 125x125

Japan

Dimensions

125 mm

depth

125 mm

flange width

t_f

9 mm

flange thickness

t_w

6.5 mm

web thickness

r₁

10 mm

fillet radius

Properties

23.8 kg/m

weight

3,030 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

62.5 mm

shear center distance to edge

x-x Axis

I_x

8.47ᴇ6 mm⁴

moment of inertia

S_x

136,000 mm³

elastic section modulus

Z_x

154,000 mm³

plastic section modulus

r_x

52.9 mm

radius of gyration

62.5 mm

distance from edge to centroidal axis

y_p

62.5 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

2.93ᴇ6 mm⁴

moment of inertia

S_y

47,000 mm³

elastic section modulus

Z_y

71,900 mm³

plastic section modulus

r_y

31.1 mm

radius of gyration

62.5 mm

distance from edge to centroidal axis

x_p

62.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

84,200 mm⁴

torsional constant

C_w

9.87ᴇ9 mm⁶

warping constant

W_no

3,620 mm²

normalized warping function

S_w1

1.02ᴇ6 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

22.5 kN-m

available flexural strength

V_n

Ω_v

79.6 kN

available shear strength

W_max

59.1 kN

maximum uniform load

Open in beam calculator →

P_max

29.6 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

10.6 kN-m

available flexural strength

V_n

Ω_v

198 kN

available shear strength

W_max

27.7 kN

maximum uniform load

Open in beam calculator →

P_max

13.8 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

445 kN

available tensile strength

P_n

Ω_c

270 kN

available compressive strength

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