FREE DOWNLOAD CIVIL ENGINEERING CODES
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IS 455 PORTLAND SLAG CEMENT SPECIFICATION
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IS 456 : 2000 PLAIN AND REINFORCED CONCRETE - CODE OF PRACTICE
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IS : 516 1959 (REAFFIRMED 1999) EDITION 1.2 (1991-07) METHODS OF TESTS FOR STRENGTH OF CONCRETE
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IS 650-1991 STANDARD SAND FOR TESTING CEMENT SPECIFICATION
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IS 800-2007GENERAL CONSTRUCTION IN STEEL-CODE OF PRACTICE
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IS : 875 (PART 1) – 1987 DESIGN LOADS (OTHER THAN EARTHQUAKE) FOR BUILDINGS AND STRUCTURES
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IS : 875 ( PART 2 ) – 1987 DESIGN LOADS (OTHER THAN EARTHQUAKE) FOR BUILDINGS AND STRUCTURES
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IS:875 (PART 3) – 1987 DESIGN LOADS (OTHER THAN EARTHQUAKE) FOR BUILDINGS AND STRUCTURES
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IS : 875 ( PART 4 ) – 1987 DESIGN LOADS ( OTHER THAN EARTHQUAKE ) FOR BUILDINGS AND STRUCTURES
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IS : 875 ( PART 5 ) – 1997 DESIGN LOADS (OTHER THAN EARTHQUAKE) FOR BUILDINGS AND STRUCTURES
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IS 875(PART3): WIND LOADS ON BUILDINGS AND STRUCTURES -PROPOSED
RAFT & COMMENTARY
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IS 1343-1980( Reaffirmed 1999)CODE OF PRACTICE FOR PRESTRESSED
CONCRETE
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IS 1542-1992SAND FOR PLASTER -SPECIFICATION
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IS 1893-1984CRITERIA FOR EARTHQUAKE RESISTANT DESIGN OF STRUCTURES
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(IS 1893-197A5N D IS 4326-1976) EXPLANATORY HANDBOOK ON CODES FOR EARTHQUAKE ENGINEERING
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IS 1904 CODE OF PRACTICE FOR DESIGN AND CONSTRUCTION OF FOUNDATION
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IS 2386 PART-I METHOD OF TEST FOR AGGREGATE FOR CONCRETE
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IS 2386 PART-II METHOD OF TEST FOR AGGREGATE FOR CONCRETE
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IS 2386( PART III ) - 1963METHODS OF TEST FOR AGGREGATES FOR CQNCRETE
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IS .2386.( PART IV).1963METHODS OF TEST FOR AGGREGATE FOR CONCRETE
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IS.2386.( PART V).1963METHODS OF TEST FOR AGGREGATE FOR CONCRETE
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IS.2386.( PART VI).1963METHODS OF TEST FOR AGGREGATE FOR CONCRETE
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IS 2386 PART-VII METHOD OF TEST FOR AGGREGATE FOR CONCRETE
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IS 2386 PART-VIII METHOD OF TEST FOR AGGREGATE FOR CONCRETE
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IS 2502 CODE OF PRACTICE FOR BENDING AND FIXING OF BARS FOR
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IS.2720. PART-I.1983 METHODS OF TEST FOR SOILS
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IS 2720 PART-II METHODS OF TEST FOR SOILS DETERMINATION
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IS.2720. PART-III.2. 1980 METHODS OF TEST FOR SOILS
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IS 2720 PART-4 METHODS OF TEST FOR SOILS GRAIN SIZE ANALYSIS
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IS 2720 (PART 8)-L 983 METHODS OF TEST FOR SOILS
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IS 2720 (PART 9)METHODS OF TEST FOR SOILS
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IS 2720 ( PART XXIX )- 1975 DETERMINATION OF DRY DENSITY OF SOILS IN PLACE BY THE CORE-CUTTER METHOD
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IS 2911 ( PART I,SEC II ) -1979CODE OF PRACTICE FOR DESIGN AND CONSTRUCTION PILE FOUNDATIONS
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IS 2911 (PART 1-SEC 4) -1984CODE OF PRACTICE FOR DESIGN AND CONSTRUCTION OF PILE FOUNDATION
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IS 2911 (PART II) -1980CODE OF PRACTICE FOR DESIGN AND CONSTRUCTION OF PILE FOUNDATIONS
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IS 2911 ( PART III )-1980 CODE OF PRACTICE FOR DESIGN AND CONSTRUCTION OF PILE FOUNDATIONS
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IS 2911 (PART 4) -1985CODE OF PRACTICE FOR DESIGN AND CONSTRUCTION OF PILE FOUNDATIONS
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IS 3370 (PART 1) 1967 R 1999CODE OF PRACTICE FOR CONCRETE STRUCTURES FOR THE STORAGE OF LIQUIDS
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IS 3370 (PART 2) CODE OF PRACTICE FOR CONCRETE STRUCTURES FOR THE STORAGE OF LIQUIDS
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IS .3370. (PART 3).1967 CONCRETE STRUCTURES FOR
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IS 3370 (PART 4) 1967 R 1999CODE OF PRACTICE FOR CONCRETE STRUCTURES FOR THE STORAGE OF LIQUIDS
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IS 4031(PART-1)-1996 METHOD OF PHYSICAL TESTS FOR HYDRAULIC CEMENT
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IS 4041(PART II)-1999 METHODS OF PHYSICAL TESTS FOR HYDRAULIC CEMENT IS 4031( PART II)-1999
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IS 13920-1993DUCTILE DETAILING OF REINFORCED CONCRETE STRUCTURES SUBJECTED TO SEISMIC FORCES - CODE OF PRACTICE
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IS : 875 (Part 1) - 1987 |
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