RECOMMENDATIONS FOR AN INTERNATIONAL CODE OF PRACTICE FOR REINFOPCED CONCRETE (Record no. 671)

MARC details
000 -LEADER
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
Holdings
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
        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

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