"EMU" UNDERBODY HOISTS THREADS 1/2 BSP CAPACITY IN TONNES

Transcription

1 PART No PART No PART No CYLINDER TYPE UBRR CYLINDER TYPE CYLINDER PART NO. NUMBER OF STAGES STAGE DIAMETER STROKE MM DIMENSIONS WT. IN KG. DISPL. IN LITRES A B C D L F E UBRR UBRC CAPACITY IN TONNES PAGE 38 CATAUG-.P6/P EMU HOIST 12. Dia Dia Dia. 100 D L F THREADS 1/2 BSP E A B C D L F E A B C CYLINDER TYPE UBRC "EMU" UNDERBODY HOISTS

2 The table below allows you to quickly and easily determine the correct cylinder for your application when only one dimension is known. "A" PIVOT CENTRES (mm) "B" TIPPING ANGLE "C" CYLINDER STROKE (mm) EMU HOIST CATAUG-2.P6/P9 PAGE 37

3 THRUST LOADS PER STAGE BASED ON 170 P.S.I. OIL PRESSURE "WALLABY" & "GOANNA" ST & ZA.000".000" 7.00".000".000" 7.00" "KOALA" CT.00".2" 6.0" 7.".00".2" 6.0" 7." "WOMBAT" BL 2.70" 3.00".20".000".70" 2.20" 3.70".00".20" THRUST LOADS PER STAGE BASED ON 2000 P.S.I. OIL PRESSURE "WALLABY" & "GOANNA" ST & ZA.000".000" 7.00".000".000" 7.00" "KOALA" CT.00".2" 6.0" 7.".00".2" 6.0" 7." "WOMBAT" BL 2.70" 3.00".20".000".70" 2.20" 3.70".00".20" MULTIPLY LOAD IN TONS x TO GET LOAD IN TONNES CALCULATIONS CATAUG-3.P6/P3 PAGE 27

4 TIPPING ANGLES ANGLES AT WHICH VARIOUS MATERIALS WILL SLIDE OUT OF A TIPPED BODY ASHES, DRY ASHES, MOIST ASHES, WET ASPHALT CINDERS, DRY CINDERS, MOIST CINDERS, WET CINDERS & CLAY CLAY COAL, HARD COAL, SOFT COKE CONCRETE EARTH, LOOSE EARTH, COMPACTED GARBAGE GRAVEL ORE, DRY ORE, FRESH MINED RUBBLE SAND, DRY SAND, MOIST SAND & CRUSHED STONE STONE STONE, BROKEN STONE, CRUSHED COMMODITY WEIGHTS OF SOME COMMON ITEMS The following list of approximate weights of various materials has been compiled from the best sources available and is intended as a reference guide only. As can be seen there is a wide variation of weights in a number of instances, this variation indicates the advisability of checking actual weights in order to obtain accurate calculations. COMMODITY KG. PER M³ COMMODITY KG. PER M³ CALCULATIONS ASHES ASPHALT BARLEY CINDERS CLAY-DRY CLAY-WET COAL-BLACK COAL-BROWN COKE CONCRETE-DRY MIX CONCRETE-WET MIX EARTH-DRY EARTH-WET GARBAGE-DRY GARBAGE-WET GRAVEL & SAND-DRY & LOOSE GRAVEL & SAND-DRY & PACKED GRAVEL & SAND-WET GYPSUM LIME LIMESTONE-SOLID LIMESTONE-CRUSHED UPWARD MOIST MARBLE-SOLID MARBLE-CRUSHED IRON-ORDINARY IRON-BROWN IRON-HEMATITE IRON-MAGNETITE LEAD MANGANESE TIN ZINC MUD-DRY MUD-WET ROCK & STONE-CRUSHED SALT-FINE SAND-DRY & LOOSE SAND-DRY & COMPACT SAND-MOIST & LOOSE SANDSTONE-SOLID SANDSTONE-CRUSHED STONE-CRUSHED SUPERPHOSPHATE GRANULAR-BULK WHEAT PAGE 28 CATAUG-2.P6/P6

5 DIMENSION "L" AND ANGLE OF TIP KNOWN TO FIND RAM STROKE ( ) STROKE = L x.68 ( ) STROKE = L x.76 (7. ) STROKE = L x.80 (0 ) STROKE = L x.8 ( ) STROKE = L x.92 STROKE AND ANGLE OF TIP KNOWN TO FIND DIM "L" ( ) L = STROKE x 1.7 ( ) L = STROKE x 1.32 (7. ) L = STROKE x 1.2 (0 ) L = STROKE x 1.19 ( ) L = STROKE x 1.09 DIMENSION "L" AND STROKE KNOWN STROKE x 9 = ANGLE OF TIP DIM "L" CALCULATIONS CONVERSIONS 1 psi = kpa = kg/cm² = bar 1 bar = 100 kpa = 1.03 psi = kg/cm² 1 Mpa = 10 bar = 1.03 psi = kg/cm² 1 gal (imp) =.6 L = in³ 1 gal (us) = 3.79 L = 231 in³ 1 tonne = 1000 kg = 220 lbs 1 ton (long) = 1016 kg = 22 lbs 1 lbf =.82 N 1 kgf = N 1 in² = 6.16 cm² 1 hp (imp) = 7.7 W 1 inch = 2. mm 1 ft = 0.8 m 1 kg = 2.20 lbs 1 lbs = 0. kg 1 kgm = Nm 1 ft lb = kgm = 1.36 Nm 1 gpm (us) = gpm (imp) = litre/min 1 m/s = ft/s = MPH MASS FOR MILD STEEL IS 780 Kg/m³ PAGE CATAUG-2.P6/P8

6 FOOT MOUNTS TO SUIT "WALLAB ALLABY * GOANNA * KOALA" HOISTS HOIST SIZE STANDARD HIGH SHOES (PAIR) BORE SIZE HEIGHT x BOLT PATTERN WEIGHT KG. (PAIR) " " 6" 7" 8" 9" 10" PART No PART No B PART No B PART No PART No PART No PART No /2" Ø 1 3/" Ø 1 3/" Ø 2 1/" Ø 2 1/2" Ø 2 1/2" Ø 2 3/" Ø x 17 9 x x x x 16 x x LOW SHOES AVAILABLE ON REQUEST FOOT MOUNT TO SUIT "EMU" HOISTS SIZE STANDARD (PAIR) 3 MM BORE PART No MM BORE PART No MM BORE PART No FOOTMOUNTS CATAUG-2.P6/P7 PAGE 1