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CIVIL ENGINEERING TYPICAL DRAWING DETAILS: REINFORCED CONCRETE: 65 drawing sheets in ACAD. ( Following drawings are available in Super Civil CD ) |
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| SR | DRAWING DESCRIPTION | SIZE {MB} |
| 1 | GENERAL NOTES & SYMBOL | 0.052 |
| 2 | BAR BENDING DIMENSIONS | |
| SHEET NO: 1 | 0.106 | |
| SHEET NO: 2 | 0.113 | |
| 3 | STANDARD REINFORCEMENT SHAPES | 0.068 |
| 4 | DEVELOPMENT LENGTH { Ld } OF BARS | 0.040 |
| 5 | LAP & HOOK LENGTH OF BARS IN TENSION | 0.049 |
| 6 | LAP & HOOK LENGTH OF BARS IN COMPRESSION | 0.045 |
| 7 | BENDING LENGTHS OF LAP & HOOKS. | 0.044 |
| 8 | STANDARD LUG DETAILS | 0.046 |
| 9 | EQUIPMENT FOUNDATION DETAILS | |
| SHEET NO: 1 { LUGS } | 0.22 | |
| SHEET NO: 2 { SADDLE } | 0.223 | |
| SHEET NO: 3 { SADDLE } | 0.216 | |
| SHEET NO: 4 { LEG } | 0.262 | |
| SHEET NO: 5 { RC DETAILS } | 0.351 | |
| 10 | PUMP FOUNDATION DETAILS | 0.152 |
| 11 | PROTECTION ANGLE @ EDGES | 0.14 |
| 12 | DETAILS OF CURB AROUND OPENING | 0.067 |
| 13 | EXTRA REINFORCEMENTS AROUND OPENINGS IN SLAB | 0.107 |
| 14 | EXTRA REINFORCEMENTS AROUND OPENINGS IN WALL | 0.104 |
| 15 | DETAILS OF INSERT PLATES | |
| SHEET NO: 1 { DESIGN CRITERIA } | 0.054 | |
| SHEET NO: 2 { DETAILS } | 0.093 | |
| 16 | DETAILS OF SLEEVES IN BEAM | 0.080 |
| 17 | TYPICAL GRADE SLAB DETAILS | 0.378 |
| 18 | JOINTS DETAILS | |
| SHEET NO: 1 { AROUND COLUMN/PEDESTAL IN GRADE SLAB } | 0.357 | |
| SHEET NO: 2 { AROUND EQUIPMENT FOUNDATIONS } | 0.369 | |
| SHEET NO: 3 { IN GRADE SLAB } | 0.374 | |
| SHEET NO: 4 { IN LIQUID RETAINING STRUCTURES } | 0.295 | |
| SHEET NO: 5 { JOINT LOCATIONS IN LIQUID RETAINING STRUCTURES } | 0.293 | |
| 19 | STANDARD RETAINING WALL DETAILS | |
| SHEET NO: 1 { HEIGHT = 1000 MM } | 0.135 | |
| SHEET NO: 2 { HEIGHT = 1500 MM } | 0.187 | |
| SHEET NO: 3 { HEIGHT = 2300 MM } | 0.125 | |
| SHEET NO: 4 { HEIGHT = 3000 MM } | 0.200 | |
| SHEET NO: 5 { HEIGHT = 3500 MM } | 0.200 | |
| SHEET NO: 6 { HEIGHT = 4000 MM } | 0.264 | |
| SHEET NO: 7 { HEIGHT = 4500 MM } | 0.265 | |
| SHEET NO: 8 { HEIGHT = 5000 MM } | 0.266 | |
| SHEET NO: 9 { HEIGHT = 5500 MM } | 0.269 | |
| SHEET NO: 10 { HEIGHT = 6000 MM } | 0.272 | |
| SHEET NO: 11 { WEEP HOLE DETAILS } | 0.144 | |
| 20 | HORIZONTAL REINFORCEMENT DETAILS @ CORNER OF WALLS | |
| SHEET NO: 1 | 0.282 | |
| SHEET NO: 2 | 0.291 | |
| 21 | SUBSTITUTION OF REINFORCEMENTS | 0.076 |
| 22 | TYPICAL REINFORCEMENT DETAILS OF COLUMNS | |
| SHEET NO: 1 | 0.086 | |
| SHEET NO: 2 | 0.078 | |
| 23 | TYPICAL REINFORCEMENT DETAILS OF STAIRCASES | |
| SHEET NO: 1 | 0.128 | |
| SHEET NO: 2 | 0.071 | |
| SHEET NO: 3 | 0.067 | |
| SHEET NO: 4 | 0.075 | |
| SHEET NO: 5 | 0.166 | |
| SHEET NO: 6 | 0.170 | |
| 24 | TYPICAL CHAJJA DETAILS | |
| SHEET NO: 1 | 0.077 | |
| SHEET NO: 2 | 0.085 | |
| 25 | RC DETAILS OF CABLE TRENCH | |
| SHEET NO: 1 | 0.101 | |
| SHEET NO: 2 | 0.114 | |
| SHEET NO: 3 | 0.076 | |
| SHEET NO: 4 | 0.464 | |
| 26 | RC DETAILS OF PRECAST SLAB | |
| SHEET NO: 1 | 0.081 | |
| SHEET NO: 2 | 0.459 | |
| SHEET NO: 3 | 0.484 | |
| 27 | RC DETAILS OF SLEEPERS | |
| SHEET NO: 1 { DETAILS } | 0.319 | |
| SHEET NO: 2 { SLIDING SLEEPER } | 0.321 | |
| SHEET NO: 3 { SLIDING SLEEPER } | 0.331 | |
| SHEET NO: 4 { ANCHOR SLEEPER } | 0.330 | |
| SHEET NO: 5 { ANCHOR SLEEPER } | 0.313 | |
| 28 | RC DETAILS OF CANTILEVER PIPERACK | 0.147 |
| 29 | RC DETAILS OF PINNED BASE | 0.065 |
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