UC 152x152x37

United Kingdom

Dimensions

162 mm

depth

154 mm

flange width

t_f

11.5 mm

flange thickness

t_w

8 mm

web thickness

r₁

7.6 mm

fillet radius

Secondary Dimensions

124 mm

depth between fillets

P_B

912 mm

perimeter

Properties

37 kg/m

weight

4,710 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

77.2 mm

shear center distance to edge

x-x Axis

I_x

22.1ᴇ6 mm⁴

moment of inertia

S_x

273,000 mm³

elastic section modulus

Z_x

309,000 mm³

plastic section modulus

r_x

68.5 mm

radius of gyration

c_y

80.9 mm

distance from edge to centroidal axis

y_p

80.9 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

7.06ᴇ6 mm⁴

moment of inertia

S_y

91,500 mm³

elastic section modulus

Z_y

140,000 mm³

plastic section modulus

r_y

38.7 mm

radius of gyration

c_x

77.2 mm

distance from edge to centroidal axis

x_p

77.2 mm

horizontal distance from edge to plastic neutral axis

Torsion

192,000 mm⁴

torsional constant

C_w

40ᴇ9 mm⁶

warping constant

W_no

5,800 mm²

normalized warping function

S_w1

2.58ᴇ6 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

45.9 kN-m

available flexural strength

V_n

Ω_v

129 kN

available shear strength

W_max

121 kN

maximum uniform load

Open in beam calculator →

P_max

60.3 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

20.8 kN-m

available flexural strength

V_n

Ω_v

317 kN

available shear strength

W_max

54.6 kN

maximum uniform load

Open in beam calculator →

P_max

27.3 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

700 kN

available tensile strength

P_n

Ω_c

505 kN

available compressive strength

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