Forensic Structural Engineering Handbook

Chapter 13: Masonry Structures

Clayford T. Grimm, P.E.

INTRODUCTION

This chapter addresses forensic investigation of stone, clay brick, and conventional concrete masonry. It does not include consideration of chemical resistant, refractory, aerated concrete, or glass block masonry.

Forensic investigation of masonry structures involves failure of masonry to perform adequately. The purpose of such an investigation may be to avoid greater failure, provide a basis for recommended remedial measures, or settle a claim by negotiation, arbitration, or litigation.

Masonry failures may relate to aesthetics, engineering, or economics and may involve any of the following:

Abrasion

Deflection

Adhesion

Demolition

Anchorage

Dimensional tolerance

Building investment analysis

Durability

Cleaning

Expansion joints

Coatings

Fire resistance

Color discrimination (of masonry)

Maintenance

Constructibility

Radiation shielding

Construction cost

Restoration

Construction quality control

Staining

Construction technique

Strength during construction or in service

Control joints

Volume change

Corrosion

Water, heat, or sound transfer or absorption

Cracked, warped, or chipped units

Workmanship

Masonry falls off a building facade somewhere in the United States about every three weeks. In the decade or so prior to 1999, at least 49 such masonry failures killed 30 persons and injured 81 in the United States. The failures occur under normal loading conditions, not during construction, and are not subject to earthquake, hurricane, tornado, fire, blast, collision, or demolition.

It has been the author's experience with hundreds of masonry failures that the primary cause of failure was design error or omission in about 50 percent of cases, construction error or omission in about 25 percent of cases, and inadequate materials...

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