H 150x150

Japan

Dimensions

150 mm

depth

150 mm

flange width

t_f

10 mm

flange thickness

t_w

7 mm

web thickness

r₁

11 mm

fillet radius

Properties

31.5 kg/m

weight

4,010 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

75 mm

shear center distance to edge

x-x Axis

I_x

16.4ᴇ6 mm⁴

moment of inertia

S_x

219,000 mm³

elastic section modulus

Z_x

246,000 mm³

plastic section modulus

r_x

63.9 mm

radius of gyration

75 mm

distance from edge to centroidal axis

y_p

75 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

5.63ᴇ6 mm⁴

moment of inertia

S_y

75,100 mm³

elastic section modulus

Z_y

115,000 mm³

plastic section modulus

r_y

37.5 mm

radius of gyration

75 mm

distance from edge to centroidal axis

x_p

75 mm

horizontal distance from edge to plastic neutral axis

Torsion

135,000 mm⁴

torsional constant

C_w

27.6ᴇ9 mm⁶

warping constant

W_no

5,250 mm²

normalized warping function

S_w1

1.97ᴇ6 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

36.1 kN-m

available flexural strength

V_n

Ω_v

103 kN

available shear strength

W_max

94.8 kN

maximum uniform load

Open in beam calculator →

P_max

47.4 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

16.8 kN-m

available flexural strength

V_n

Ω_v

264 kN

available shear strength

W_max

44.2 kN

maximum uniform load

Open in beam calculator →

P_max

22.1 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

589 kN

available tensile strength

P_n

Ω_c

418 kN

available compressive strength

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