HB 200 1

India

Dimensions

200 mm

depth

200 mm

flange width

t_f

9 mm

flange thickness

t_w

6.1 mm

web thickness

Properties

37.3 kg/m

weight

4,750 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

100 mm

shear center distance to edge

x-x Axis

I_x

36.1ᴇ6 mm⁴

moment of inertia

S_x

361,000 mm³

elastic section modulus

Z_x

394,000 mm³

plastic section modulus

r_x

87.1 mm

radius of gyration

100 mm

distance from edge to centroidal axis

y_p

100 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

9.67ᴇ6 mm⁴

moment of inertia

S_y

96,700 mm³

elastic section modulus

Z_y

160,000 mm³

plastic section modulus

r_y

45.1 mm

radius of gyration

100 mm

distance from edge to centroidal axis

x_p

100 mm

horizontal distance from edge to plastic neutral axis

Torsion

131,000 mm⁴

torsional constant

C_w

89.5ᴇ9 mm⁶

warping constant

W_no

9,550 mm²

normalized warping function

S_w1

4.3ᴇ6 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

58.5 kN-m

available flexural strength

V_n

Ω_v

122 kN

available shear strength

W_max

153 kN

maximum uniform load

Open in beam calculator →

P_max

76.7 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

22.9 kN-m

available flexural strength

V_n

Ω_v

323 kN

available shear strength

W_max

60.1 kN

maximum uniform load

Open in beam calculator →

P_max

30 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

712 kN

available tensile strength

P_n

Ω_c

559 kN

available compressive strength

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