UC 152x152x51

United Kingdom

Dimensions

170 mm

depth

157 mm

flange width

t_f

15.7 mm

flange thickness

t_w

11 mm

web thickness

r₁

7.6 mm

fillet radius

Secondary Dimensions

124 mm

depth between fillets

P_B

935 mm

perimeter

Properties

51.2 kg/m

weight

6,520 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

78.7 mm

shear center distance to edge

x-x Axis

I_x

32.3ᴇ6 mm⁴

moment of inertia

S_x

379,000 mm³

elastic section modulus

Z_x

438,000 mm³

plastic section modulus

r_x

70.4 mm

radius of gyration

c_y

85.1 mm

distance from edge to centroidal axis

y_p

85.1 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

10.2ᴇ6 mm⁴

moment of inertia

S_y

130,000 mm³

elastic section modulus

Z_y

199,000 mm³

plastic section modulus

r_y

39.6 mm

radius of gyration

c_x

78.7 mm

distance from edge to centroidal axis

x_p

78.7 mm

horizontal distance from edge to plastic neutral axis

Torsion

488,000 mm⁴

torsional constant

C_w

61ᴇ9 mm⁶

warping constant

W_no

6,080 mm²

normalized warping function

S_w1

3.76ᴇ6 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

65.1 kN-m

available flexural strength

V_n

Ω_v

186 kN

available shear strength

W_max

171 kN

maximum uniform load

Open in beam calculator →

P_max

85.4 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

29.6 kN-m

available flexural strength

V_n

Ω_v

441 kN

available shear strength

W_max

77.6 kN

maximum uniform load

Open in beam calculator →

P_max

38.8 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

969 kN

available tensile strength

P_n

Ω_c

709 kN

available compressive strength

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