Design Guide On The ACI 318 . - CRSI: CRSI Home Page
Design Guide on the ACI 318 Building Code Requirements for Structural ConcreteContentsForewordChapter 3AcknowledgementsDesign Loads and Load Combinations3.1 Overview3-13.2 Design Loads3-1Chapter 13.3 Seismic Design Category3-1Introduction3.4 Live Load Reduction3-3Photo Credits1.1 Overview1-13.5 Load Factors and Combinations3-41.2 Example Buildings1-23.6 Determination of Wind Forces3-8 %XLOGLQJ 6WRU\ 2I¿FH %XLOGLQJ 3.7 Determination of Seismic Forces3-8 %XLOGLQJ 6WRU\ (PHUJHQF\ Operations Center1-6 6HLVPLF )RUFHV RQ WKH 6)56 %XLOGLQJ 6WRU\ 5HVLGHQWLDO %XLOGLQJ %XLOGLQJ 6WRU\ 2I¿FH %XLOGLQJ 1.3 Organization of This Design Guide 1-10Chapter 2Material Requirements and StrengthReduction Factors2.1 Overview2-12.2 Material Requirements2-1 &RQFUHWH 'HVLJQ 3URSHUWLHV 6SHFL¿HG &RPSUHVVLYH 6WUHQJWK 0RGXOXV RI (ODVWLFLW\ 0RGXOXV RI 5XSWXUH /LJKWZHLJKW &RQFUHWH 0RGL¿FDWLRQ )DFWRU 1RQSUHVWUHVVHG 6WHHO 5HLQIRUFHPHQW 0DWHULDO 3URSHUWLHV 'HVLJQ 3URSHUWLHV HDGHG 6KHDU 6WXG 5HLQIRUFHPHQW 'XUDELOLW\ RI 6WHHO 5HLQIRUFHPHQW 6SHFL¿HG &RQFUHWH &RYHU 1RQSUHVWUHVVHG &RDWHG 5HLQIRUFHPHQW 2.3 Strength Reduction Factors 2-10 6HLVPLF )RUFHV RQ 'LDSKUDJPV &KRUGV and Collectors3.8 Examples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xial Force, Or Combined Moment and [LDO )RUFH ([DPSOH 'HWHUPLQDWLRQ RI Seismic Forces: Diaphragms of%XLOGLQJ )UDPLQJ 2SWLRQ ([DPSOH 'HWHUPLQDWLRQ RI Seismic Forces: Diaphragms of%XLOGLQJ 6WUHQJWK 5HGXFWLRQ )DFWRUV )RU 6KHDU ,Q Structures Relying On Special Moment)UDPHV DQG 6SHFLDO 6WUXFWXUDO :DOOV iii
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The ACI Manual of Concrete Practice is a seven-part compilation of current ACI standards and committee reports. Part 1—ACI 117-10 to ACI 228.1R-03 Part 2—ACI 228.2R-13 to ACI 314R-11 Part 3—ACI 318-14 to ACI 346-09 Part 4—ACI 347R-14 to ACI 355.2-07 Part 5—ACI 355.3R-11 to ACI 440R-07 Part 6—ACI 440.1R-06 to ACI 533.1R-02
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̶The leading indicator of employee engagement is based on the quality of the relationship between employee and supervisor Empower your managers! ̶Help them understand the impact on the organization ̶Share important changes, plan options, tasks, and deadlines ̶Provide key messages and talking points ̶Prepare them to answer employee questions
Dr. Sunita Bharatwal** Dr. Pawan Garga*** Abstract Customer satisfaction is derived from thè functionalities and values, a product or Service can provide. The current study aims to segregate thè dimensions of ordine Service quality and gather insights on its impact on web shopping. The trends of purchases have
Cracking: ACI 224.1R, ACI 562, ACI 364.1R, and ACI RAP Bulletins Spalling/scaling: ACI 562, ACI 364.1R, ACI 506R, and ACI RAP Bulletins AMP should reference criteria used to determine which inspection results will require either: An Action Request
- ACI 304R-00, Guide for Measuring, Mixing, Transporting, and Placing Concrete - ACI 305R-10, Guide to Hot Weather Concreting - ACI 306R-10, Guide to Cold Weather Concreting - ACI 308R-01, Guide to Curing Concrete - ACI 309R-05, Guide for Consolidation of Concrete - ACI 311.4R-05, Guide for Concrete Construction - ACI 318-08/318R-08,
