Titlebook: Structural Design Guide to the ACI Building Code; Edward S. Hoffman,David P. Gustafson,Albert J. Gou Book 1998Latest edition Springer Scie

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Footings,or allowable pile capacity. The allowable soil pressure or pile capacity is selected with an appropriate factor of safety, using principles of soil mechanics considering both ultimate load and settlement measured in short-time load tests. Any longtime settlement records available on existing older s

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Prestressed Concrete, resulting from loads are counteracted to a desired degree. For design under the Code, the internal stresses can be introduced by pretensioning (a method of prestressing in which the tendons are tensioned before the concrete is placed) or by post-tensioning (a method of prestressing in which the ten

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Field Inspection and Construction,nt references outlining obligations (which could be undertaken by the Engineer, or Architect, representing the Owner or the Contractor) for securing approval of the Building Official. The Code covers the entire subject of field inspection with a few short minimum requirements (Section 1.3). It state

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Strength Evaluation of Existing Structures,f doubt exists that a part or all of a structure meets the safety requirements of the ACI Code, it is mandatory that a strength evaluation be carried out. Existing structures include any completed or partially completed construction the safety of which is in doubt, as well as old and/or deteriorated

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ns with the ACI 1995 Building Code (ACI 318-95). Each new ACI Building Code expresses the latest knowledge of reinforced concrete in legal language for safe design application. Beginning in 1956 with the introduction of ultimate strength design, each new code offered better uti­ lization of high-str

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Book 1998Latest editione ACI 1995 Building Code (ACI 318-95). Each new ACI Building Code expresses the latest knowledge of reinforced concrete in legal language for safe design application. Beginning in 1956 with the introduction of ultimate strength design, each new code offered better uti­ lization of high-strength rein