REFERENCES
1
IS: 456 - 2000 CP FOR PLAIN & REINFORCED CONCRETE.
2
IS: 456 - 1978 CP FOR PLAIN & REINFORCED CONCRETE.
3
IS: 800 - 1984 CP FOR GENERAL CONSTRUCTION IN STEEL.
4
IS: 875-1987 (PARTS 1 TO 5) CP FOR DESIGN LOADS FOR BUILDINGS/STRUCTURES.
5
IS: 1893 - 1984 CRITERIA FOR EARTHQUAKE RESISTANT DESIGN OF STRUCTURES.
6
IS: 4326 - 1993 CP FOR EARTHQUAKE RESISTANT DESIGN OF STRUCTURES.
7
IS: 13920 - 1993 DUCTILE DETAILING OF RC STRUCTURES UNDER EARTHQUAKE.
8
IS: 2572 - 1963 CP FOR CONSTRUCTION OF HOLLOW CONCRETE BLOCK MASONRY.
9
IS: 1906 - 1987 CP FOR STRUCTURAL USE OF UN-REINFORCED MASONRY.
10
IS: 3067 - 1966 CP FOR GENERAL DESIGN DETAILS FOR DAMP/WATER PROOFING.
11
IS: 2502 - 1963 CP FOR BENDING & FIXING OF REINFORCEMENTS.
12
IS: 8089 - 1976 CP FOR LAYOUT OF OUTSIDE FACILITIES IN AN INDUSTRIAL PLANT.
13
IS: 8091 - 1976 CP FOR LAYOUT OF AN INDUSTRIAL PLANT.
14
IS: 3812 - 1981 SPECS FOR FLY ASH FOR USE AS POZZOLANA & ADMIXTURE.
15
IS: 813 - 1986 SCHEME OF SYMBOLS FOR WELDING.
16
IS: 1161 - 1968 SPECS FOR STEEL TUBES FOR STRUCTURAL PURPOSES.
17
IS: 1904 - 1966 CP FOR STRUCTURAL SAFETY OF BUILDING FOUNDATIONS.
18
IS: 6403 - 1981 CP FOR DETERMINATION OF SBC OF SHALLOW FOUNDATIONS.
19
IS: 2911 - 1984 (PART 1 SEC 4) CP FOR DESIGN & CONSTRUCTION OF RC PILES.
20
SP 6 (1): 1964 STRUCTURAL STEEL SECTIONS.
21
SP 6 (16): 1980 DESIGN AIDS FOR REINFORCED CONCRETE TO IS:456-78.
22
LIMIT STATE DESIGN OF REINFORCED CONCRETE BY P.C.VARGHESE.
23
ADVANCED REINFORCED CONCRETE DESIGN BY P.C.VARGHESE.
24
REINFORCED CONCRETE DESIGNERS HANDBOOK BY CHAS. E. REYNOLDS.
25
STEEL DESIGNER'S MANUAL BY CONSTRADO.
26
SERVICES IN BUILDING COMPLEX BY V. K. JAIN.
27
STANDARD HANDBOOK FOR CIVIL ENGINEERS BY GURCHARAN SINGH.
28
COMPILATIONS OF QUALITY ASSURANCE CIRCULARS OF CPWD - 2001.
29
CONCRETE HANDBOOK BY THE CONCRETE ASSOCIATION OF INDIA.
30
CEMENT CONCRETE MIX DESIGN, PRINCIPLES & PRACTICE BY M. Y. SABNIS.
31
AMBUJA TECHNICAL LITERATURE SERIES, TECHNICAL SERVICE, C. S. T. ROAD, KALINA, SANTACRUZ-E, MUMBAI - 400098.
32
INDETERMINATE STRUCTURAL ANALYSIS BY J. STERLING KINNEY.