Civil Design
1
Clarifier Civil design Input data 1 SBC OF SOIL = 45 T/SQM 2.6 2 INNER DIMETER OF CLARIFLOCCULATOR = 35.8 M Bending Moment Coefficient = 0.03742 3 TOTAL HEIGHT OF CLARIFLOCCULATOR = 5.2 M Max Bending Moment = 52.62 KN/M 4 WALL THICKNESS OF CLARIFLOCCULATOR = 0.29 Min thk reqd for M25= 420 mm 5 BASE RAFT THICKNESS 0.275 M Z for resisting bending= 14016667 mm3 6 SHAFT DIAMETER OF CLARIFLOCCULATOR = 1 M Bending Stress= 0.26 N/sqmm 7 SHAFT WALL THICKNESS OF CLARIFLOCCULATOR= 0.2 M Hopp tension Coeff= 0.285 8 CANTILEVER LENGTH OF R.C.C. LOUNDER = 0.8 M Hoop tension= 265.28 kN 9 VERTICAL HEIGHT OF R.C.C. LOUNDER = 1.1 M Hoop stress= 0.91 N/sqmm 10 THICKNESS OF R.C.C LOUNDER = 0.2 M Combined Stress= 0.85 11 RUBBLE SOLING THICKNESS 0 M 12 FOUNDING DEPTH = 1 M 13 WIDTH OF WALL FTNG= 0.8 M 14 THICKNESS OF WALL FTNG= 0.8 M OUTPUT DATA:- 1 WT OF LAUNDER WALL 656.25 QUANTITIES 2 WT OF LAUNDER SLAB 467.22 1 EXCAVATION = 194.60 CU.M. 3 WT OF WATER IN LAUNDER 954.54 2 BACKFILLING = 58.38 CU.M. 4 WT OF PLATFORM LOAD 501.13 3 TRANSPORTATION = 136.22 CU.M. 5 WT OF WALL 4308.78 4 P.C.C. 113.03 CU.M. 6 WT OF WATER IN TANK 52343.08 6 R.C.C. 587.30 CU.M. 7 SLF WT OF BASE RAFT 6920.36 7 REINFORCEMENT = 58.73 M.T. TOTAL 13775.83 8 W/P COMPOUND = 4698.38 K.G. 9 1609.69 SQ.M. WIDTH OF FTNG REQD 0.27 10 WATER BARS = 611.83 M 11 RUBBLE SOLING= 0.00 CU.M. 12 INSERT PLATES = 0.50 M.T. 13 PUDDLE PIPES = 0.50 M.T. 14 HAND RAILING = 113.38 M 15 HYDROTESTING 5231.65 CU.M. 85.6 H 2 /Dt = M SHUTTERING CURVED =
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Transcript of Civil Design
Sheet1Clarifier Civil design Input data1SBC OF SOIL =45T/SQMH2/Dt =2.62INNER DIMETER OF CLARIFLOCCULATOR =35.8MBending Moment Coefficient =0.037423TOTAL HEIGHT OF CLARIFLOCCULATOR =5.2MMax Bending Moment =52.62KN/M4WALL THICKNESS OF CLARIFLOCCULATOR =0.29M Min thk reqd for M25=420mm5BASE RAFT THICKNESS0.275MZ for resisting bending=14016666.666666666mm36SHAFT DIAMETER OF CLARIFLOCCULATOR =1MBending Stress=0.26N/sqmm7SHAFT WALL THICKNESS OF CLARIFLOCCULATOR=0.2MHopp tension Coeff=0.2858CANTILEVER LENGTH OF R.C.C. LOUNDER =0.8MHoop tension=265.28kN9VERTICAL HEIGHT OF R.C.C. LOUNDER =1.1MHoop stress=0.91N/sqmm10THICKNESS OF R.C.C LOUNDER =0.2MCombined Stress=0.8511RUBBLE SOLING THICKNESS0M12FOUNDING DEPTH =1M13WIDTH OF WALL FTNG=0.8M14THICKNESS OF WALL FTNG=0.8M
OUTPUT DATA:-1WT OF LAUNDER WALL656.25QUANTITIES2WT OF LAUNDER SLAB467.221EXCAVATION =194.60CU.M.3WT OF WATER IN LAUNDER954.542BACKFILLING =58.38CU.M.4WT OF PLATFORM LOAD 501.133TRANSPORTATION =136.22CU.M.5WT OF WALL4308.784P.C.C.113.03CU.M.6WT OF WATER IN TANK52343.086R.C.C.587.30CU.M.7SLF WT OF BASE RAFT6920.367REINFORCEMENT =58.73M.T.TOTAL13775.838W/P COMPOUND =4698.38K.G.9SHUTTERING CURVED =1609.69SQ.M.WIDTH OF FTNG REQD0.2710WATER BARS =611.83M11RUBBLE SOLING=0.00CU.M.12INSERT PLATES =0.50M.T.13PUDDLE PIPES =0.50M.T.14HAND RAILING =113.38M15HYDROTESTING5231.65CU.M.
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