HB 350 1

India

Dimensions

350 mm

depth

250 mm

flange width

t_f

11.6 mm

flange thickness

t_w

8.3 mm

web thickness

Properties

67.4 kg/m

weight

8,590 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

192ᴇ6 mm⁴

moment of inertia

S_x

1.09ᴇ6 mm³

elastic section modulus

Z_x

1.2ᴇ6 mm³

plastic section modulus

r_x

149 mm

radius of gyration

175 mm

distance from edge to centroidal axis

y_p

175 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

24.5ᴇ6 mm⁴

moment of inertia

S_y

196,000 mm³

elastic section modulus

Z_y

327,000 mm³

plastic section modulus

r_y

53.4 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

375,000 mm⁴

torsional constant

C_w

713ᴇ9 mm⁶

warping constant

W_no

21,100 mm²

normalized warping function

S_w1

15.3ᴇ6 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

180 kN-m

available flexural strength

V_n

Ω_v

290 kN

available shear strength

W_max

472 kN

maximum uniform load

Open in beam calculator →

P_max

236 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

46.9 kN-m

available flexural strength

V_n

Ω_v

521 kN

available shear strength

W_max

123 kN

maximum uniform load

Open in beam calculator →

P_max

61.6 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,290 kN

available tensile strength

P_n

Ω_c

1,080 kN

available compressive strength

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