UB 356x127x39

United Kingdom

Dimensions

353 mm

depth

126 mm

flange width

t_f

10.7 mm

flange thickness

t_w

6.6 mm

web thickness

r₁

10.2 mm

fillet radius

Secondary Dimensions

312 mm

depth between fillets

P_B

1,180 mm

perimeter

Properties

39.1 kg/m

weight

4,980 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

63 mm

shear center distance to edge

x-x Axis

I_x

102ᴇ6 mm⁴

moment of inertia

S_x

576,000 mm³

elastic section modulus

Z_x

659,000 mm³

plastic section modulus

r_x

143 mm

radius of gyration

c_y

177 mm

distance from edge to centroidal axis

y_p

177 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

3.58ᴇ6 mm⁴

moment of inertia

S_y

56,800 mm³

elastic section modulus

Z_y

89,000 mm³

plastic section modulus

r_y

26.8 mm

radius of gyration

c_x

63 mm

distance from edge to centroidal axis

x_p

63 mm

horizontal distance from edge to plastic neutral axis

Torsion

151,000 mm⁴

torsional constant

C_w

105ᴇ9 mm⁶

warping constant

W_no

10,800 mm²

normalized warping function

S_w1

3.64ᴇ6 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

97.9 kN-m

available flexural strength

V_n

Ω_v

232 kN

available shear strength

W_max

257 kN

maximum uniform load

Open in beam calculator →

P_max

129 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

13.2 kN-m

available flexural strength

V_n

Ω_v

240 kN

available shear strength

W_max

34.7 kN

maximum uniform load

Open in beam calculator →

P_max

17.4 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

740 kN

available tensile strength

P_n

Ω_c

375 kN

available compressive strength

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