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### L Pipe Bend Guided Cantilever Beam Equation and Calculator

**Fluids Engineering and Design
**

**Beam Stress and Deflection Calculators**

L Pipe Bend Guided Cantilever Beam Equation and Calculator

Detailed stress analysis requires involved mathematical analysis and is generally performed by computer programs. However, such involved analysis is not typically required for many piping systems because the piping arrangements and temperature ranges at which they operate are usually simple to analyze.

The guided cantilever beam method of evaluating L bends can be used to design L bends, Z bends, pipe loops, branch take-off connections, and some more complicated piping configurations. The guided cantilever equation [see Equation (3)] is generally conservative because it assumes that the pipe arrangement does not rotate. The anchor force results will be higher because of the lack of rotation, and rigorous analysis is recommended for complicated or expensive systems.

Figure 1 Guided Cantilever Beam

Preview: L Pipe Bend Guided Cantilever Beam Calculator

Equation (1) may be used to calculate the length of leg BC needed to accommodate thermal expansion or contraction of leg AB for a guided cantilever beam (Figure 1).

Equation 1

L = [ ( 3 · Δ · D · E ) / ( ( 144 in^{2} / ft^{2}) · S_{A} ) ]^{1/2}

Where:

L = length of leg BC required to accommodate thermal expansion of
long leg AB, ft

Δ = thermal expansion or contraction of leg AB, in.

D = actual pipe outside diameter, in.

E = modulus of elasticity, psi

S_{A} = allowable stress range, psi

The guided cantilever method of designing L bends assumes no restraints; therefore, care must be taken in supporting the pipe. For horizontal L bends, it is usually necessary to place a support near point B (see Figure 1), and any supports between points A and C must provide minimal resistance to piping movement; this is done by using slide plates or hanger rods of ample length, with hanger components selected to allow for swing no greater than 4°. For L bends containing both vertical and horizontal legs, any supports on the horizontal leg must be spring hangers designed to support the full weight of pipe at normal operating temperature with a maximum load variation of 25%.

The force developed in an L bend that must be sustained by anchors or connected equipment is determined by the following equation:

Equation 2

F = ( 12 · E_{c} · I · Δ ) / ( ( 1728 in^{3} / ft^{3} ) · L^{3} )

Where:

F = force, lb

E_{c} = modulus of elasticity, psi

I = area moment of inertia, in^{4}

L = length of offset leg, ft

Δ = deflection of offset leg, in.

1728 in^{3} / ft^{3} = ft^{3} to in^{3} conversion

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References

- ASHRAE Handbook of Fundamentals, 2021 Inch-Pound Edition