![[Table of Contents]](/dwicons/b_toc.gif)
The electronic pdf versions of the documents found through http://www.dnv.com/ are the officially binding versions. Copyright Det Norske Veritas.
|
|
DNV-OS-C502 Offshore Concrete Structures |
![[-]](/dwicons/i_colpse.gif)
| Sec.6: Detailed Design of Offshore Concrete Structures |
|
| A: General |
| A100: Introduction |
| A200: Material |
| A300: Load effects |
| A400: Effective flange width |
| A500: Composite structures |
| A600: Prestressed structures with unbonded tendons |
| A700: Yield line theory |
|
| B: Design Principles |
| B100: General |
| B200: Limit states |
| B300: Characteristic values for material strength |
| B400: Partial safety factors for materials |
| B500: Design by testing |
| B600: Design material strength |
|
| C: Basis for Design by Calculation |
| C100: Concrete grades and in situ strength of concrete |
| C200: Reinforcement steel |
| C300: Concrete stress - strain curves for strength design |
| C400: Geometrical dimensions in the calculation of sectional capacities |
| C500: Tension in structural members |
| C600: Fatigue strength relationships |
| C700: Deformation induced loads, prestressing and creep |
| C800: Effect of water pressure |
|
| D: Bending Moment and Axial Force (ULS) |
| D100: General |
| D200: Ductility |
|
| E: Slender Structural Members |
| E100: General |
|
| F: Shear Forces in Beams and Slabs |
| F100: Basis |
| F200: Simplified method |
| F300: Truss model method |
| F400: Additional force in the longitudinal reinforcement from shear force |
| F500: Slabs subjected to concentrated actions |
|
| G: Torsional Moments in Beams |
| G100: General |
|
| H: General Design Method for Structural Members Subjected to In-plane Forces |
| H100: General |
| H200: Membrane (in-plane) shear resistance |
|
| I: Regions with Discontinuity in Geometry or Loads |
| I100: General |
|
| J: Shear Forces in Construction Joints |
| J100: General |
|
| K: Bond Strength and Anchorage Failure |
| K100: General |
|
| L: Partially loaded areas |
| L100: General |
|
| M: Fatigue Limit State |
| M100: General |
| M200: Fatigue strength, design life |
| M300: Bending moment and axial force |
| M400: Shear force |
| M500: Anchorage and splicing |
|
| N: Accidental Limit State |
| N100: General |
| N200: Explosion and impact |
| N300: Fire |
|
| O: Serviceability Limit State |
| O100: General |
| O200: Durability |
| O300: Displacements |
| O400: Vibrations |
| O500: Tightness against leakages of fluids |
| O600: Tightness against leakage of gas |
| O700: Crackwidth calculation |
| O800: Limitation of stresses in prestressed structures |
| O900: Freeze/thaw cycles |
| O1000: Temperature effects |
|
| P: Design by Testing |
| P100: General |
| P200: The test specimen |
| P300: Design actions |
| P400: Test procedure |
| P500: Processing of the test results |
| P600: Test report |
|
| Q: Rules for Detailing of Reinforcement |
| Q100: Positioning |
| Q200: Concrete cover |
| Q300: Splicing |
| Q400: Bending of bars |
| Q500: Minimum area of reinforcement |
|
| R: Structural Detailing Rules |
| R100: Slabs/plates |
| R200: Flat slabs |
| R300: Beams |
| R400: Columns |
| R500: Walls |
| R600: Reinforced foundations |
| R700: Prestressed structures |
|
| S: Corrosion Control |
| S100: General |
| S200: Corrosion zones and environmental parameters |
| S300: Forms of corrosion and associated corrosion rates |
| S400: Cathodic protection |
|
|