RECOMMENDATIONS FOR AN INTERNATIONAL CODE OF PRACTICE FOR REINFOPCED CONCRETE (Record no. 671)
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000 -LEADER | |
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fixed length control field | 02207nam a2200205#a 4500 |
001 - CONTROL NUMBER | |
control field | vtls000001065 |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
fixed length control field | 230822s1950 xx 000 0 eng d |
040 ## - CATALOGING SOURCE | |
Original cataloging agency | JPS |
090 00 - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) | |
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) | BUILD 691.32 REC |
003 - CONTROL NUMBER IDENTIFIER | |
control field | JPS |
110 ## - MAIN ENTRY--CORPORATE NAME | |
Corporate name or jurisdiction name as entry element | AMERICAN CONCRETE INSTITUTE. |
Relator term | issuing body |
245 #0 - TITLE STATEMENT | |
Title | RECOMMENDATIONS FOR AN INTERNATIONAL CODE OF PRACTICE FOR REINFOPCED CONCRETE |
260 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
Place of production, publication, distribution, manufacture | London : American Concrete Inst., |
Date of production, publication, distribution, manufacture | 1950 |
300 ## - PHYSICAL DESCRIPTION | |
Extent | 156p |
505 ## - FORMATTED CONTENTS NOTE | |
Formatted contents note | Principles. P1: General principles. P1.1 Object of the practical recommendations. P.1.2 Basic principles. P1.3 Principles of the probability theories. P1.4 Principles of the determination of safety. P.2: Determination of the effects of permanent loads. P2.0 Definition of structures. P2.1 Calculation methods. P3: Design of sections. P3.1 Normal stresses. P3.2 Tangential stresses. P4: Notation and units. P4.1 Notation. P4.2 Units. Recommendations. R0: Field of application of the practical recommendations. R1: design preliminaries-necessary data. R2: Determination of safety. R2.3 Design values. R3: Determination of the effects of the permanent loads, superimposed loads and other actions. R3.1 Structures composed of linears members. R3.2 Plane structures. R3.3 Structures with simple or double curvature. R.3.4 Massive structures. R4: Analysis of sections. R4.1 Normal forces and stresses. R4.2 Tangential forces and stresses. R4.3 Special loading. R4.4 Cracking and deflexions. R5: Procedures common to both design and construction. R5.0 General conditions of design and construction. R5.1 Construction procedure. R5.2 Nature and quality of materials. R6: Special design procedures. R6.1 Specification of structures. R6.2 Mention of the design assumptions. R6.3 Conditions of construction. R6.4 Calculations notes. R7: Special construction procedures. R7.0 Loading during construction. R7.1 Formwork and scaffolding. R7.2 Reinforcement. R7.3 Concrete. R7.4 Striking the formwork. R7.5 Precast members. R7.6 Tolerances. R7.7 Testing of structures. |
546 ## - LANGUAGE NOTE | |
Language note | ENG |
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | CONCRETE, REINFORCED. |
942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
Koha item type | Monograf |
990 ## - EQUIVALENCES OR CROSS-REFERENCES [LOCAL, CANADA] | |
Link information for 9XX fields | 1950 |
Withdrawn status | Lost status | Damaged status | Not for loan | Collection | Home library | Current library | Shelving location | Date acquired | Total checkouts | Full call number | Barcode | Date last seen | Copy number | Price effective from | Koha item type |
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General Collections | JPS HQ Library | JPS HQ Library | Main Library | 22/08/2023 | BUILD 691.32 REC | 1000001230 | 22/08/2023 | 1 | 22/08/2023 | Monograf |