HB 150 1

India

Dimensions

150 mm

depth

150 mm

flange width

t_f

9 mm

flange thickness

t_w

5.4 mm

web thickness

Properties

27.1 kg/m

weight

3,450 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

14.6ᴇ6 mm⁴

moment of inertia

S_x

194,000 mm³

elastic section modulus

Z_x

214,000 mm³

plastic section modulus

r_x

65 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

4.32ᴇ6 mm⁴

moment of inertia

S_y

57,600 mm³

elastic section modulus

Z_y

93,400 mm³

plastic section modulus

r_y

35.4 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

89,100 mm⁴

torsional constant

C_w

21.8ᴇ9 mm⁶

warping constant

W_no

5,290 mm²

normalized warping function

S_w1

1.78ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

250 N/mm²

yield strength

F_u

410 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

32 kN-m

available flexural strength

V_n

Ω_v

81 kN

available shear strength

W_max

83.9 kN

maximum uniform load

Open in beam calculator →

P_max

42 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

13.8 kN-m

available flexural strength

V_n

Ω_v

243 kN

available shear strength

W_max

36.2 kN

maximum uniform load

Open in beam calculator →

P_max

18.1 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

516 kN

available tensile strength

P_n

Ω_c

348 kN

available compressive strength

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