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# Copy of prop setting calculations final

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### Copy of prop setting calculations final

1. 1. GL -CL 750 STUB LENGTH- slope 4847 CL (PL)-STUB TOP 643.14 H 3325.45 ΤΑΝ α 0.1658701153 STUB LENGTH 4718.59 (vertical) Develop 1.013663107 Tan α 0.1658701153 STUB LENGTH- Vertical 4781.67 Sin α 0.1636343610 1121.49 Dimensions(mm) @ top of the stub @ concrete Level @ bottom of stub half B/B @ half B/B @ half B/B @ top of half B/B @ half B/B @ half Diagonal @ Full Diagonal @ Full B/B @ Concrete level to half Diagonal @ Full Diagonal @ Full B/B @ bottom of stub half Diagonal @ stub inner leg(L1) Full B/B @ top of Concrete level to bottom of stub top of stub inner top of stub inner Concrete level to stub inner leg concrete level to Concrete level to bottom of stub inner legt(L3) - as bottom of stub as per prop stub inner leg(L1) stub inner leg inner leg(L3)--by leg leg stub inner leg (L2)-- as per prop stub inner leg stub inner leg inner leg per prop inner leg template (L2)--by formula formula template templateBasic Tower (-6.0 m ) LE -6000 6302.87 12605.74 8913.60 17827.21 12819.10 6409.55 6409.55 9064.47 18128.95 14171.09 7085.55 7085.66 10020.64Basic Tower (-5.0 m ) LE -5000 6468.74 12937.48 9148.18 18296.36 13150.84 6575.42 6575.42 9299.05 18598.10 14502.83 7251.42 7251.53 10255.21Basic Tower (-4.0 m ) LE -4000 6634.61 13269.22 9382.76 18765.51 13482.58 6741.29 6741.29 9533.62 19067.25 14834.57 7417.29 7417.40 10489.79Basic Tower (-3.0 m ) LE -3000 6800.48 13600.96 9617.33 19234.66 13814.32 6907.16 6907.16 9768.20 19536.40 15166.31 7583.16 7583.27 10724.36Basic Tower (-2.0 m ) LE -2000 6966.35 13932.70 9851.91 19703.81 14146.06 7073.03 7073.03 10002.77 20005.55 15498.05 7749.03 7749.14 10958.94Basic Tower (-1.0 m ) LE -1000 7132.22 14264.44 10086.48 20172.96 14477.80 7238.90 7238.90 10237.35 20474.70 15829.79 7914.90 7915.01 11193.51Basic Tower (±0.0 m ) LE 0 7298.09 14596.18 10321.06 20642.12 14809.54 7404.77 7404.77 10471.93 20943.85 16161.53 8080.77 8080.88 11428.09Basic Tower (+1.0 m ) LE 1000 7463.96 14927.92 10555.63 21111.27 15141.28 7570.64 7570.64 10706.50 21413.00 16493.27 8246.64 8246.75 11662.67Basic Tower (+2.0 m ) LE 2000 7629.83 15259.66 10790.21 21580.42 15473.02 7736.51 7736.51 10941.08 21882.15 16825.01 8412.51 8412.62 11897.24Basic Tower (+3.0 m ) LE 3000 7795.70 15591.40 11024.78 22049.57 15804.76 7902.38 7902.38 11175.65 22351.31 17156.75 8578.38 8578.49 12131.82Basic Tower (+4.0 m ) LE 4000 7961.57 15923.14 11259.36 22518.72 16136.50 8068.25 8068.25 11410.23 22820.46 17488.49 8744.25 8744.36 12366.39Basic Tower (+5.0 m ) LE 5000 8127.44 16254.88 11493.94 22987.87 16468.24 8234.12 8234.12 11644.80 23289.61 17820.23 8910.12 8910.23 12600.97Basic Tower (+6.0 m ) LE 6000 8293.31 16586.62 11728.51 23457.02 16799.98 8399.99 8400.00 11879.39 23758.76 18151.97 9075.99 9076.10 12835.54 8293.31 STUB LENGTH 4847 mm SECOND SLOPE 0.1658701153 1000 (TANα) SLOPE AT 1m (TANα)x√2x1000 STUB SLOPE CALCULATIONS 234.58 mm 1 mark on stub =√(1000^2+(234.576)^2 1027.14 TOTAL SLOPE AT (1027.144/234.576=4847/b) STUB BOTTOM b= 1106.94 mm Dimensions(mm) Full Diagonal Dist. Between Dist. Between B/B dist. Leg 1 Extn in mm Leg 2 Extn in mm Level difference Dist. Between adjacent leg in X adjacent leg in Z Between half Diagonal half B/B (Side) diagonal legs dirn dirn adjacent legs -6000 -6000 8913.60 6302.87 0 17827.2 12605.74 0.00 12605.7 -5000 9148.18 6468.74 -1000 18089.4 12771.61 -165.87 12811.8 -4000 9382.76 6634.61 -2000 18405.3 12937.48 -331.74 13095.4 -3000 9617.33 6800.48 -3000 18772.2 13103.35 -497.61 13451.6 -2000 9851.91 6966.35 -4000 19187.1 13269.22 -663.48 13874.9 -1000 10086.48 7132.22 -5000 19647.0 13435.09 -829.35 14359.3 0 10321.06 7298.09 -6000 20148.8 13600.96 -995.22 14898.9 TOWER TYPE S 1 OF 30