BOP HIPWR 111315 3-29either reducing the number of segments, or increasing the frequency of the existing segmentsuntil the point total is acceptable.TABLE 3-9. SINE, TRIANGLE AND RAMP WAVEFORM FREQUENCY VS. POINTSFrequency(See Notes 1, 2, and 3) Total PointsFrequency(See Notes 1, 2, and 3) Total PointsFrom To From To0.01Hz 4 2.7Hz 3840 55.5Hz 66.5Hz 1602.71Hz 3.6Hz 2880 66.6Hz 88.7Hz 1203.71Hz 5.5Hz 1920 88.8Hz 118.3Hz 905.6Hz 8.3Hz 1280 118.4Hz 147.9Hz 728.4Hz 11.0Hz 960 148Hz 177.4Hz 6011.1Hz 14.7Hz 720 177.5Hz 221.8Hz 4814.8Hz 22.1Hz 480 221.9Hz 295.8Hz 3622.2Hz 33.2Hz 320 295.81Hz 354.9Hz 3033.3Hz 44.3Hz 240 355.9Hz 443.7Hz 24 (See Note 2)44.4Hz 55.4Hz 192 443.8z 532Hz 20 (See Note 3)NOTES: 1. As the frequency varies within the range, the time interval per point varies proportionately.2. Sine and Triangle segments can not exceed 443Hz.3. Ramp segments can not exceed 532Hz.4. 0.001 for sine and triangle.TABLE 3-10. SQUARE WAVEFORM FREQUENCY VS. POINTSFrequency(See Note 1) Total PointsFrequency(See Notes 1) Total PointsFrom To From To0.02Hz 1.8Hz 3840 43.51Hz 58.0Hz 1201.81Hz 2.7Hz 2880 58.01Hz 72.5Hz 902.71Hz 4.0Hz 1920 72.51Hz 87.0Hz 724.01 5.4Hz 1280 87.01Hz 108.7Hz 605.41 7.2Hz 960 108.71Hz 145.0Hz 487.21Hz 10.8Hz 720 145.2.9Hz 174.0Hz 3610.81 16.3Hz 480 174.1Hz 217.5Hz 3016.31Hz 21.7Hz 320 217.6Hz 261.0Hz 2421.71Hz 27.1Hz 240 261.1Hz 435.0Hz 2027.11Hz 32.6Hz 192 435Hz 652.5Hz 1255.5Hz 66.5Hz 160 653 1000 10NOTE: 1. As the frequency varies within the range, the time interval per point varies proportionately.
