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9.NOTICE

in 1977 ACI 318-77 Building Code as. The shear design procedure described in 1977 in the ACI 318-77 code remained unchanged in the. ACI 318-83 Building ...

PDF Book Title: DOC2601-1
Link to file: www.eird.org 9




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10.SIZE EFFECT ON FAILURE OF BOND SPLICES OF STEEL BARS ...

ACI 318-77 and the 1983 standard ACI 318-83) specified the formula ld = Cmodlbd, where Cmod is a modification factor de- pending on parameters (such as ...

PDF Book Title: 382
Link to file: www.civil.northwestern.edu 1




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11.influence of casting position and shear on - CTR Library - The ...

bottom (ACI 318-77) therefore, £. Even though the ACI Code switched to ultimate strength from working stress design criteria, the limitations on development ...

PDF Book Title: 242-3F
Link to file: library.ctr.utexas.edu 1




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12.Regulatory Guide 1.142, Revision 1, Safety-Related Concrete - NRC

standard is based on the 197/1 edition of ACI 318 (ANSI. A89.1-1972), "Building Code .... requirements of Appendix A to ANSI/ACI 318-77 is acceptable. 4.

PDF Book Title: ML003740197
Link to file: pbadupws.nrc.gov 0




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13.GT STRUDL Reinforced Concrete Design Overview

318-89, ACI 318-83, ACI 318-77, ACI 318-63, as well as the British Specifications CP110-72 and BS8110. Design utilizes the ultimate strength method.

PDF Book Title: GTSTRUDL_RC_DESIGN
Link to file: www.gtstrudl.gatech.edu 2




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14.Chapter 1, 2, and 3 of Volume 4 - GT STRUDL - Georgia Institute of ...

2.4 - 3. 2.4-1 CONSTANTS and Assumed Values for ACI 318-77 . . . . . . . . . . . . . . . . . . 2.4 - 4. 2.4-1 CONSTANTS and Assumed Values for ACI 318-83 .

PDF Book Title: GTSTRUDL_VOLUME4_CHAPTERS_1-3
Link to file: www.gtstrudl.gatech.edu 2




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15.0 - Department of Civil Engineering - North Carolina State University

The ACI Committee 318 Building Code (ACI 318-77) has accepted the findings of Pauw. (1960) for the elastic modulus. Pauw utilized other researchers' test ...

PDF Book Title: FLEXURAL_BEHAVIOR_OF_PRESTRESSED_GIRDER
Link to file: www.ce.ncsu.edu 1




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16.Performance of Columns with Short Lap Splices

tension for Grade 60 column bars in the 1963 ACI code [1]. A minimum compression lap length of 30db was specified in ACI 318-77 [1]; however, by the 1983 ...

PDF Book Title: 13_1034
Link to file: www.iitk.ac.in 60




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