Document: NUREG-0800
Document ID: 808cea66-69b8-4f91-9fb2-62b3b99bc87a
Document Type: srp
Title: NUREG-0800
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340579.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3
CFR Part: 
CFR Title: 

Content:
following codes, standards, and guides that are either applicable in their entirety or in portions thereof. Code, Standard, or Specification Title ACI 349 Code Requirements for Nuclear Safety-Related Concrete Structures ASME Code for Concrete Vessels and Containments, ASME Boiler and Pressure Vessel Code, Section III, Division 2 ASME Boiler and Pressure Vessel Code, Section III, Subsections NE and NF AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings ANSI N45.2.5 Supplementary Quality Assurance Requirements for Installation, Inspection and Testing of Structural Concrete and Structural Steel During the Construction Phase of Nuclear Power Plants Regulatory Guides 1.10 Mechanical (Caldwell) Splices in Reinforcing Bars of Category I Concrete Structures 1.15 Testing of Reinforcing Bars for Category I Concrete Structures 1.55 Concrete Placement in Category I Structures 1.57 Design Limits and Loading Combinations for Metal Primary Reactor Containment 1.94 Quality Assurance Requirements for Installation, Inspection, and Testing of Structural Concrete and Structural Steel During the Construction phase of Nuclear Power Plants. 3.8.3-14 Rev. 1 - July 1981 1.142 Safety-Related Concete Structures for Nuclear Power Plants. 3. Loads and Load Combinations With the exception of the divider-barrier and ice-condenser elements of the ice-condenser PWR containment and the drywell of the BWR Mark III containment, the loads and load combinations for all other containment interior structures described in subsection I.1 of this SRP section, are acceptable if found in accordance with the following: a. Loads, Definitions, and Nomenclature All the major loads to be encountered or to be postulated are listed below. All the loads listed, however, are not necessarily applic- able to all the interior structures. Loads and the applicable load combinations for which each structure has to be designed will depend on the conditions to which that particular