CP600 Pivot Operation Manual
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Figure 3-6. Torsional Slope
Torsional loading of the span caused by each tower of one span running on opposing slopes, as shown in
Figure 1-6 . is the most likely condition to cause actual structural damage, since the span is actually being
twisted . In this situation, both slopes should be calculated and added together to determine whether or not
slope limitations have been exceeded . For example, if the ascending slope was calculated at 7%, and the
descending slope 6%, the overall slope would be 13% .
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Section 3-5
Getting Started
Slope Considerations
Summary of Contents for CP600
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