HB 400 1

India

Dimensions

400 mm

depth

250 mm

flange width

t_f

12.7 mm

flange thickness

t_w

9.1 mm

web thickness

Properties

77.4 kg/m

weight

9,870 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

125 mm

shear center distance to edge

x-x Axis

I_x

281ᴇ6 mm⁴

moment of inertia

S_x

1.4ᴇ6 mm³

elastic section modulus

Z_x

1.55ᴇ6 mm³

plastic section modulus

r_x

169 mm

radius of gyration

200 mm

distance from edge to centroidal axis

y_p

200 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

27.3ᴇ6 mm⁴

moment of inertia

S_y

218,000 mm³

elastic section modulus

Z_y

364,000 mm³

plastic section modulus

r_y

52.6 mm

radius of gyration

125 mm

distance from edge to centroidal axis

x_p

125 mm

horizontal distance from edge to plastic neutral axis

Torsion

497,000 mm⁴

torsional constant

C_w

1.04ᴇ12 mm⁶

warping constant

W_no

24,200 mm²

normalized warping function

S_w1

19.2ᴇ6 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

232 kN-m

available flexural strength

V_n

Ω_v

364 kN

available shear strength

W_max

608 kN

maximum uniform load

Open in beam calculator →

P_max

304 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

52.3 kN-m

available flexural strength

V_n

Ω_v

570 kN

available shear strength

W_max

137 kN

maximum uniform load

Open in beam calculator →

P_max

68.6 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,480 kN

available tensile strength

P_n

Ω_c

1,240 kN

available compressive strength

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