UC 152x152x30

United Kingdom

Dimensions

158 mm

depth

153 mm

flange width

t_f

9.4 mm

flange thickness

t_w

6.5 mm

web thickness

r₁

7.6 mm

fillet radius

Secondary Dimensions

124 mm

depth between fillets

P_B

901 mm

perimeter

Properties

30 kg/m

weight

3,830 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

76.5 mm

shear center distance to edge

x-x Axis

I_x

17.5ᴇ6 mm⁴

moment of inertia

S_x

222,000 mm³

elastic section modulus

Z_x

248,000 mm³

plastic section modulus

r_x

67.6 mm

radius of gyration

c_y

78.8 mm

distance from edge to centroidal axis

y_p

78.8 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

5.6ᴇ6 mm⁴

moment of inertia

S_y

73,300 mm³

elastic section modulus

Z_y

112,000 mm³

plastic section modulus

r_y

38.3 mm

radius of gyration

c_x

76.4 mm

distance from edge to centroidal axis

x_p

76.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

105,000 mm⁴

torsional constant

C_w

31ᴇ9 mm⁶

warping constant

W_no

5,660 mm²

normalized warping function

S_w1

2.04ᴇ6 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

36.9 kN-m

available flexural strength

V_n

Ω_v

102 kN

available shear strength

W_max

96.7 kN

maximum uniform load

Open in beam calculator →

P_max

48.4 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

16.6 kN-m

available flexural strength

V_n

Ω_v

256 kN

available shear strength

W_max

43.7 kN

maximum uniform load

Open in beam calculator →

P_max

21.8 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

569 kN

available tensile strength

P_n

Ω_c

408 kN

available compressive strength

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