Aci 349 06

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ACI 34906 Code Requirements for Nuclear SafetyRelated Concrete Structures (ACI 34906) and Commentary Reported by ACI Committee 349 First Printing September 2007 ® American Concrete Institute Advancing concrete knowledge Code Requirements for Nuclear SafetyRelated Concrete Structures.

Aci 34906 Code Requirements For Nuclear Safetyrelated

ACI 349 Appendix B was developed in the mid 1970s following review of design methods and available test data Since that time there has been extensive additional test data In 1992 a task group was formed to compare the Appendix B methodology to that of the Concrete Capacity Design (CCD) Method for all available tests results The review indicated that concrete.

Code Requirements for Nuclear SafetyRelated Concrete

It can design shear key or shear lug as per ACI 34906 using US AISC and Canadian CISC code User can design the anchor forces in 2 direction simultaneously and apply axial and moment forces in X and Y directions at the same time It provides a fullyinteractive 3D graphic user interface and the design result is visually represented in realtime.

Regulatory Guide 1.69, Revision 1, Concrete Radiation

The examples used in this report are based on the ACI 34906 Appendix D Code and illustrate how the CCD method is applied Note that in previous editions of the ACI 349 Code the anchorage design was given in Appendix B Because the ACI 31805 Code now includes its own appendix on anchorage design (Appendix D) that uses a nearly identical approach and because.