Page 470 - Forensic Structural Engineering Handbook
P. 470

13.16             MATERIAL-SPECIFIC FORENSIC ANALYSES

           Design Codes.  Applicable building codes adopted by local governments in the United
           States include the International Building Code (IBC), the International Existing Building
           Code (IEBC), and  The Uniform Code for the Abatement of Dangerous Buildings. For
           masonry construction, the IBC references the Masonry Standards Joint Committee’s
           (MSJC) Building Code Requirements for Masonry Structures (ACI 530/ ASCE 5/ TMS 402)
           and Specification for Masonry Structures (ACE 530.1/ ASCE 6/ TMS 602). These MSJC
           documents are typically revised every 3 years.
             The IEBC Appendix A: Guidelines for the Seismic Retrofit of Existing Buildings con-
           tains procedures for the evaluation and testing of unreinforced masonry buildings, as well
           as strength values and stress limits for existing materials and connections, and other infor-
           mation of value to engineers.
           Standards.  Organizations that write standards relevant to masonry include the American
           Society for Testing and Materials (ASTM), the American National Standards Institute
           (ANSI), the German Institute for Standards (DIN), the International Union of Laboratories
           and Experts in Construction Materials, Systems and Structures (RILEM), and the standards
           of the Uniform Building Code. The International Building Code retains references to stan-
                                                                   63
           dards contained in the superseded Uniform Building Code. In 2008, ASTM published
           more than 104 standards for masonry, including definitions of terms; specifications for
           brick; for structural tile; for concrete masonry units; for stone; for mortar; for metal con-
           nectors and their coatings; for masonry fill insulation; for masonry assemblages; and for
           sampling and testing. All those are individually available from ASTM, and many are
           included in ASTM’s Masonry Standards for the Building Industry. 2

           Reference Works: Technical Notes, Recommended Practices, and Guidelines.  The
           National Concrete Masonry Association (NCMA) publishes the TEK Manual for Concrete
           Masonry Design and Construction. This series of technical notes provides comprehensive
           technical details of concrete masonry design, detailing, and construction, and is frequently
           referenced as an industry standard in construction documents.
             The Brick Industry Association (BIA) publishes the  Technical Notes on Brick
           Construction, a series of technical notes containing design, detailing. These bulletins are
           frequently referenced as an industry standard in construction documents.
             The Structural Engineering Institute (SEI) of the ASCE Committee on Structural
           Condition Assessment and Rehabilitation of Buildings prepares guidelines on structural
           condition assessment, assessment of the building envelope, and assessment of buildings for
           seismic considerations. This committee produced and maintains SEI/ASCE 11, Guidelines
           for Structural Condition Assessment of Existing Buildings. The SEI also developed
           ASCE/SEI Standard 41-06, Seismic Rehabilitation of Existing Buildings; a national con-
           sensus standard was developed from the FEMA 356, Pre-Standard and Commentary for
           the Seismic Rehabilitation of Buildings. This publication contains detailed guidelines for
           determination of the engineering properties of existing masonry, as well as estimated val-
           ues for material properties for use in lieu of testing.



           FAILURE MODES

           Masonry does not fail. Brick commits no sin. Mortar does no wrong. People fail. To paraphrase
           Kipling, there are many reasons for failure, but there is no excuse. The most prevalent people-
           failures with regard to masonry’s failure to perform as intended include a designer’s arrogance
           to compensate for ignorance; a salesperson’s ignorance of product; a worker’s carelessness;
           and an owner’s negligence. Masonry’s ability to take that kind of abuse from all concerned is
   465   466   467   468   469   470   471   472   473   474   475