№ 50

Russia

Dimensions

500 mm

depth

170 mm

flange width

t_f

15.2 mm

flange thickness

t_w

10 mm

web thickness

r₁

17 mm

fillet radius

r₂

7 mm

tip radius

Properties

78.5 kg/m

weight

10,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

85 mm

shear center distance to edge

x-x Axis

I_x

397ᴇ6 mm⁴

moment of inertia

S_x

1.59ᴇ6 mm³

elastic section modulus

Z_x

1.83ᴇ6 mm³

plastic section modulus

r_x

199 mm

radius of gyration

250 mm

distance from edge to centroidal axis

y_p

250 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

10.4ᴇ6 mm⁴

moment of inertia

S_y

123,000 mm³

elastic section modulus

Z_y

203,000 mm³

plastic section modulus

r_y

32.3 mm

radius of gyration

85 mm

distance from edge to centroidal axis

x_p

85 mm

horizontal distance from edge to plastic neutral axis

Torsion

769,000 mm⁴

torsional constant

C_w

580ᴇ9 mm⁶

warping constant

W_no

20,600 mm²

normalized warping function

S_w1

13.3ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

248 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

273 kN-m

available flexural strength

V_n

Ω_v

496 kN

available shear strength

W_max

715 kN

maximum uniform load

Open in beam calculator →

P_max

358 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

29.3 kN-m

available flexural strength

V_n

Ω_v

461 kN

available shear strength

W_max

76.8 kN

maximum uniform load

Open in beam calculator →

P_max

38.4 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,490 kN

available tensile strength

P_n

Ω_c

930 kN

available compressive strength

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