Fuel Management System DWG Block for AutoCAD

General arrangement of a fuel handling system – where the boiler is fed with wood chips and De oiled cake (any of these fuels) to burn in the oven

Drawing labels, details, and other text information extracted from the CAD file:

premika projects industries, consultant, project, chennai, aquatherm, engineering consultants pvt. ltd., chennai india, use contrary to its intended purpose is not permitted and shall be prosecuted., the contents of this our copyright property. the unauthorized use of this sheet or, if in doubt ask., impact idler, pulley crs., pulley crs., carrying idlers, ret.idlers, tunnel, take up, crs., t.u, pulley crs., t.pulley, h.pulley, end of tunnel, tunnel slope, start point, tunnel end, of conv., foundation plan, plan are not, elevation, pulley crs., carrying idlers, impact idler, ret.idlers, sump pit, g.a.of fuel handling system, title, horizontal shear due to, wind parallel to conv., vertical load due to, wind to conv., horizontal shear due to, wind parallel to conv., horizontal shear due to, vertical load due to, belt pull along conv., vertical load due to, dead load, live load, foundation mark, type of load, foundation load per plate in tonnes, pulley, plan at bb, to h.p., of conv., take up, of take up, tunnel, crs., of bunker

Raw text data extracted from CAD file:

PREMIKA PROJECTS & INDUSTRIES CONSULTANT PROJECT CHENNAI AQUATHERM ENGINEERING CONSULTANTS (INDIA) PVT. LTD. CHENNAI – 600 004 : INDIA USE CONTRARY TO ITS INTENDED PURPOSE IS NOT PERMITTED AND SHALL BE PROSECUTED. THE CONTENTS OF THIS SHEET, OUR COPYRIGHT PROPERTY. THE UNAUTHORIZED USE OF THIS SHEET OR 12 11 A B C D 10 9 8 7 6 5 4 3 2 1 A B C G E F H 12 11 10 9 8 7 IF IN DOUBT ASK. 6 5 4 G E F 3 2 H 1 D \A1;1702 \A1;1000 \A1;8*400=3200 IMPACT IDLER \A1;522 \A1;2200 \A1;650 \A1;50253 PULLEY CRS. \A1;1474 \A1;11154 (LGTH.OF TUNNEL) \A1;1020 \A1;3000 \A1;2648 \A1;1300 \A1;950 \A1;950 \A1;1000 \A1;815 \A1;1474 \A1;798 \A1;1079 \A1;3173 \A1;2801 \A1;760 \A1;17500 \A1;17238 \A1;1300 \A1;53149 PULLEY CRS. \A1;47*1000=47000 CARRYING IDLERS \A1;525 \A1;14*3000=42013 RET.IDLERS \A1;1720 \A1;2525 \A1;840 \A1;300 \A1;300 \A1;19° \A1;19° \A1;1968 \A1;1968 \A1;== \A1;600 \A1;117 \A1;840 \A1;1300 \A1;1220 \A1;== \A1;1050 \A1;== \A1;1000 \A1;== \A1;940 \A1;== \A1;1000 \A1;== \A1;1050 \A1;== \A1;343 \A1;260 \A1;215 == \A1;2020 I/S TUNNEL \A1;1050 \A1;== \A1;1050 \A1;== \A1;4300 \A1;2150 \A1;1220 \A1;1500 \A1;== \A1;4300 \A1;3000 \A1;BUNKER I/S \A1;1250 \A1;2000 \A1;== \A1;2227 \A1;2300 \A1;1900 \A1;250 \A1;902 \A1;1000 \A1;1900 \A1;1900 \A1;1070 \A1;1500 TAKE UP \A1;4300 CRS. \A1;1030 \A1;326 \A1;300 T.U \A1;1407 \A1;320 \A1;635 \A1;1982 \A1;977 \A1;1185 \A1;1185 \A1;1430 \A1;8750 \A1;8750 \A1;8619 \A1;8619 \A1;8713 \A1;250 \A1;2295 \A1;760 \A1;1794 \A1;1794 \A1;2227 \A1;250 \A1; \A1; 50253 PULLEY CRS. 5 T.PULLEY C L <> (LGTH.OF TUNNEL) 5 H.PULLEY C L END OF TUNNEL TUNNEL SLOPE START POINT 5 5 5 TUNNEL END 1300 5 5 1000 1000 5 OF CONV. C L FOUNDATION PLAN PLAN (IDLERS ARE NOT SHOWN) ELEVATION 5 5 5 5 5 760 5 5 1300 <> PULLEY CRS. 47*1000=<> CARRYING IDLERS 5 8*400=<>\X IMPACT IDLER 5 14*3000=<> RET.IDLERS 5 5 840 EL(-)3.000 EL (-)2.000 EL0.000 EL1.000 5 5 SUMP PIT 5 5 EL9.680 1968 5 I/S I/S <>\X== G.A.OF FUEL HANDLING SYSTEM TITLE HORIZONTAL SHEAR DUE TO WIND PARALLEL TO CONV. (Vxw) VERTICAL LOAD DUE TO WIND @ 90° TO CONV. (Vyw) WIND @ 90° TO CONV. (Hyw) HORIZONTAL SHEAR DUE TO WIND PARALLEL TO CONV. (Hxw) HORIZONTAL SHEAR DUE TO VERTICAL LOAD DUE TO BELT PULL ALONG CONV. (Vxb) BELT PULL ALONG CONV. (Hxb) VERTICAL LOAD DUE TO DEAD LOAD LIVE LOAD FOUNDATION MARK TYPE OF LOAD FOUNDATION LOAD PER FOOTING/BASE PLATE IN TONNES 1.0 0.8 – – – – 1.0 1.0 TR2 0.5 0.6 – – – – 0.6 0.5 TR1 – – – – – – 0.5 0.2 SS2 + – + – – – – – – 0.5 0.2 SS1 – – – – – – 0.5 0.2 SS3 2.0 1.5 – – – – 2.5 1.1 TR3 2.0 1.5 – – – – 0.5 0.2 TR4 1.0 0.5 – – – – 0.6 0.2 TU1 – + – + – + – TP2 TP1 SS1 SS2 SS3 TR1 TR2 TR3 TR4 HF1 HF2 DF2 DF1 600 EL 17.300 EL 15.304 T/O PULLEY EL 13.655 EL 11.325 EL 8.250 EL 0.000 5 B B PLAN AT BB \A1;4230 TO H.P. OF CONV. C L 840 TAKE UP C L TU1 5 EL9.680M (DEAIL OF TAKE UP PLATFARM) – – – – 1.0 0.6 0.2 – TP1 – – – – – – 0.2 – TP2 – 0.5 – – – 0.5 1.2 1.5 HF1 – – 0.4 – 0.5 – 0.6 0.2 HF2 – 0.5 – – – – 0.6 0.2 DF1 – 0.5 – – – – 0.6 0.2 DF2 A A C C D D E E 03 03 31 15 16 17 32 33 15 23 4 30 8 12 <>\X== <>\X== <>\X== <>\X== <>\X== <>\X== 5 5 <>\X== <>\XI/S TUNNEL <>\X== <>\X== 5 5 1220 <>\X== 5 <>\XBUNKER I/S 5 5 <>\X== 5 5 B2 BF2 A2 BF1 5 5 5 5 5 5 EL 4.500 5 <>\XTAKE UP 4300 CRS. 1030 326 <>\XT.U 5 5 5 5 5 OF BUNKER C L 5 5 TR5 TR6 5 5 5 5 5 – – – – TR5 + – – – – – TR6 + – 0.5 0.6 0.6 0.5 1.0 0.8 1.0 1.0 4 4 4 4 4 4 8713 250 2295 760 1794 1794 5 250