Document: NUREG-0800
Document ID: 55ad38ea-96da-4ddc-812c-6493c84defac
Document Type: srp
Title: and 3.2.2.  The review of safety-related structures is performed on that basis.
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1006/ML100630323.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.2.1
CFR Part: 
CFR Title: 

Content:
ns Title ACI 349 ACode Requirements for Nuclear Safety-Related Concrete Structures@ (with additional criteria provided in RG 1.142) ANSI/AISC N690-1994 including Supplement 2 (2004) ASpecification for the Design, Fabrication and Erection of Steel Safety-Related Structures for Nuclear Facilities@ Regulatory Guides 1.69 AConcrete Radiation Shields for Nuclear Power Plants@ 1.91 AEvaluations of Explosions Postulated to Occur on Transportation Routes Near Nuclear Power Plants@ 1.115 AProtection Against Low-Trajectory Turbine Missiles@ 1.127 AInspection of Water-Control Structures Associated with Nuclear Power Plants@ 1.142 ASafety-Related Concrete Structures for Nuclear Power Plants (Other Than Reactor Vessels and Containments)@ 1.143 ADesign Guidance for Radioactive Waste Management Systems, Structures, and Components Installed in LWR Plants@ 1.160 AMonitoring the Effectiveness of Maintenance at Nuclear Power Plants@ 1.199 AAnchoring Components and Structural Supports in Concrete@ 3. Loads and Load Combinations. The specified loads and load combinations are acceptable if found to be in accordance with the guidance given below: A. Concrete Structures All loads and load combinations are to be in accordance with ACI 349 and RG 1.142. Supplemental criteria on the use of loads and load combinations are presented below. Dead loads include hydrostatic loads and, for equipment supports, include static and dynamic head and fluid flow effects. 3.8.4-10 Revision 3 – May 2010 Live loads include any movable equipment loads and other loads which vary with intensity and occurrence, such as soil pressure. The dynamic effects of lateral soil pressure should be accounted for in accordance with the provisions of Subsection II.4(H) of this SRP section. For equipment supports, live loads also include loads resulting from vibration and any support movement effects. Alternate load cases, in which the magnitudes and locations of the live loads are arranged so that the design includes