UC 152x152x44

United Kingdom

Dimensions

166 mm

depth

156 mm

flange width

t_f

13.6 mm

flange thickness

t_w

9.5 mm

web thickness

r₁

7.6 mm

fillet radius

Secondary Dimensions

124 mm

depth between fillets

P_B

924 mm

perimeter

Properties

44 kg/m

weight

5,610 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

77.9 mm

shear center distance to edge

x-x Axis

I_x

27ᴇ6 mm⁴

moment of inertia

S_x

326,000 mm³

elastic section modulus

Z_x

372,000 mm³

plastic section modulus

r_x

69.4 mm

radius of gyration

c_y

83 mm

distance from edge to centroidal axis

y_p

83 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

8.6ᴇ6 mm⁴

moment of inertia

S_y

110,000 mm³

elastic section modulus

Z_y

169,000 mm³

plastic section modulus

r_y

39.2 mm

radius of gyration

c_x

78 mm

distance from edge to centroidal axis

x_p

78 mm

horizontal distance from edge to plastic neutral axis

Torsion

317,000 mm⁴

torsional constant

C_w

50ᴇ9 mm⁶

warping constant

W_no

5,940 mm²

normalized warping function

S_w1

3.15ᴇ6 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

55.3 kN-m

available flexural strength

V_n

Ω_v

157 kN

available shear strength

W_max

145 kN

maximum uniform load

Open in beam calculator →

P_max

72.6 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

25.1 kN-m

available flexural strength

V_n

Ω_v

378 kN

available shear strength

W_max

65.9 kN

maximum uniform load

Open in beam calculator →

P_max

33 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

834 kN

available tensile strength

P_n

Ω_c

607 kN

available compressive strength

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