UC 152x152x23

United Kingdom

Dimensions

152 mm

depth

152 mm

flange width

t_f

6.8 mm

flange thickness

t_w

5.8 mm

web thickness

r₁

7.6 mm

fillet radius

Secondary Dimensions

124 mm

depth between fillets

P_B

889 mm

perimeter

Properties

23 kg/m

weight

2,920 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

76.1 mm

shear center distance to edge

x-x Axis

I_x

12.5ᴇ6 mm⁴

moment of inertia

S_x

164,000 mm³

elastic section modulus

Z_x

182,000 mm³

plastic section modulus

r_x

65.4 mm

radius of gyration

c_y

76.2 mm

distance from edge to centroidal axis

y_p

76.2 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

4ᴇ6 mm⁴

moment of inertia

S_y

52,600 mm³

elastic section modulus

Z_y

80,100 mm³

plastic section modulus

r_y

37 mm

radius of gyration

c_x

76.1 mm

distance from edge to centroidal axis

x_p

76.1 mm

horizontal distance from edge to plastic neutral axis

Torsion

46,300 mm⁴

torsional constant

C_w

21ᴇ9 mm⁶

warping constant

W_no

5,540 mm²

normalized warping function

S_w1

1.43ᴇ6 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

26.8 kN-m

available flexural strength

V_n

Ω_v

87.8 kN

available shear strength

W_max

70.4 kN

maximum uniform load

Open in beam calculator →

P_max

35.2 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

11.8 kN-m

available flexural strength

V_n

Ω_v

185 kN

available shear strength

W_max

30.9 kN

maximum uniform load

Open in beam calculator →

P_max

15.4 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

434 kN

available tensile strength

P_n

Ω_c

304 kN

available compressive strength

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