RECOMMENDATIONS FOR AN INTERNATIONAL CODE OF PRACTICE FOR REINFOPCED CONCRETE
RECOMMENDATIONS FOR AN INTERNATIONAL CODE OF PRACTICE FOR REINFOPCED CONCRETE
- London : American Concrete Inst., 1950
- 156p
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.
ENG
CONCRETE, REINFORCED.
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.
ENG
CONCRETE, REINFORCED.