Taiheiyo Cement Corp (THYCY)
N/A x N/A N/A x N/A
Post-market by (Cboe BZX)
6.4590 +0.5590 (+9.47%) 07/10/25 [OTC US]
N/A x N/A N/A x N/A
Post-market 6.4590 unch (unch) 13:08 ET
for Thu, Jul 10th, 2025
Using The Trader's Cheat Sheet To Identify Support & Resistance: Watch the Webinar
Projection Effective Date: Jul 11th, 2025
Support/Resistance
Turning Points
| Support/Resistance Levels | Price | Key Turning Points |
|---|---|---|
| Price 3 Standard Deviations Resistance | 7.0566 | |
| Price 2 Standard Deviations Resistance | 6.9469 | |
| Price 1 Standard Deviation Resistance | 6.8040 | |
| 52-Week High | 6.7500 | |
| 13-Week High | 6.7500 | |
| Pivot Point 3rd Level Resistance | 6.4590 | |
| Pivot Point 2nd Level Resistance | 6.4590 | |
| Pivot Point 1st Resistance Point | 6.4590 | |
| Pivot Point 3rd Support Point | 6.4590 | |
| Pivot Point 2nd Support Point | 6.4590 | |
| Pivot Point 1st Support Point | 6.4590 | |
| 6.4590 | Pivot Point | |
| 6.4590 | 38.2% Retracement From 4 Week High | |
| 6.4590 | 38.2% Retracement From 4 Week Low | |
| 6.4590 | 50% Retracement From 4 Week High/Low | |
| 1-Month High | 6.4590 | |
| 1-Month Low | 6.4590 | |
| High | 6.4590 | High |
| Low | 6.4590 | Low |
| Last | 6.4590 | Last |
| 6.4253 | 38.2% Retracement From 13 Week High | |
| 6.3250 | 50% Retracement From 13 Week High/Low | |
| 6.2247 | 38.2% Retracement From 13 Week Low | |
| 6.1579 | 61.8% Retracement from the 52 Week Low | |
| Price 1 Standard Deviation Support | 6.1140 | |
| 5.9750 | 50% Retracement From 52 Week High/Low | |
| Price 2 Standard Deviations Support | 5.9711 | |
| 13-Week Low | 5.9000 | |
| Previous Close | 5.9000 | Previous Close |
| Price 3 Standard Deviations Support | 5.8614 | |
| 5.7921 | 38.2% Retracement From 52 Week Low | |
| 52-Week Low | 5.2000 | |
| N/A | 14-3 Day Raw Stochastic at 20% | |
| N/A | 14-3 Day Raw Stochastic at 30% | |
| N/A | 14-3 Day Raw Stochastic at 50% | |
| N/A | 14-3 Day Raw Stochastic at 70% | |
| N/A | 14-3 Day Raw Stochastic at 80% | |
| N/A | 14 Day %k Stochastic Stalls | |
| N/A | 14 Day %d Stochastic Stalls | |
| N/A | Price Crosses 9 Day Moving Average | |
| N/A | Price Crosses 18 Day Moving Average | |
| N/A | Price Crosses 40 Day Moving Average | |
| N/A | Price Crosses 9-18 Day Moving Average | |
| N/A | Price Crosses 9-40 Day Moving Average | |
| N/A | Price Crosses 18-40 Day Moving Average | |
| N/A | Price Crosses 9 Day Moving Average Stalls | |
| N/A | Price Crosses 18 Day Moving Average Stalls | |
| N/A | Price Crosses 40 Day Moving Average Stalls | |
| N/A | 3-10-16 Day MACD Moving Average Stalls | |
| N/A | 3-10 Day Moving Average Crossover Stalls | |
| 14 Day RSI at 20% | N/A | |
| 14 Day RSI at 30% | N/A | |
| N/A | 14 Day RSI at 50% | |
| 14 Day RSI at 70% | N/A | |
| 14 Day RSI at 80% | N/A |
Standard deviation is calculated using the closing price over the past 5-periods. To calculate standard deviation:
- Step 1: Average = Calculate the average closing price over the past 5-days.
- Step 2: Difference = Calculate the variance from the Average for each Price.
- Step 3: Square the variance of each data point.
- Step 4: Sum of the squared variance value.
- Step 5: For Standard Deviation 2 multiple the result by 2. For Standard Deviation 3 multiple the result by 3.
- Step 6: Divide the result by the number of data points in the series less 1.
- Step 7: The final result is the Square root of the result of Step 6.
Legend:
Blue areas below the Last Price will tend to provide support to limit the downward move.
Red areas above the Last Price will tend to provide resistance to limit the upward move.
Blue areas above the Last Price will tend to provide support to confirm the upward move.
Red areas below the Last Price will tend to provide resistance to confirm the downward move.
Blue areas below the Last Price will tend to provide support to limit the downward move.
Red areas above the Last Price will tend to provide resistance to limit the upward move.
Blue areas above the Last Price will tend to provide support to confirm the upward move.
Red areas below the Last Price will tend to provide resistance to confirm the downward move.