Structural Design Guide to the ACI Building CodeThis extensively revised and updated fourth edition provides engineers with the principles and tools needed to turn their familiarity with earlier ACI Codes into more profitable, time-saving routine designs. Created to be used with the ACI Code and Commentary, this outstanding guide follows the new Code format with information covered in more specific sections and subsections in order to enhance clarity. In addition, it shortens the time needed for computer-aided design and analysis, converts code formulas from the review form to direct design, and presents simple formulas, tabulations, and charts for conservative longhand direct design. Two convenient indices - a subject index and a 1995 Code section index - are provided, enabling engineers to quickly locate all Code references to a particular topic, as well as concise interpretation of a given Code section. The Guide also saves engineers time and effort on the job with its detailed coverage of: torsional stiffness, braced and unbraced slender columns with and without sidesway, wide-module joist systems, reinforcement details for economy in design, detailing, fabricating, field erection, and inspection, latest ASTM material specifications, anchorage, development, and splice requirements, high-strength concrete, comparisons between wall and column economy, structural plain concrete. More than ever, the sure-handed Structural Design Guide to the ACI Building Code is an indispensable practical reference for structural, civil, and architectural engineers and students who want to safely meet modern building requirements while taking full advantage of every economy permitted by the 1995 ACI Code. |
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Contents
| 1 | |
| 15 | |
| 37 | |
| 55 | |
| 76 | |
TwoWay Solid Flat Slab Design | 142 |
TwoWay Waffle Flat Slab Design | 178 |
TwoWay SlabBeam Design | 203 |
Splices and Details of Reinforcement | 354 |
Prestressed Concrete | 388 |
Structural Lightweight Aggregate Concrete | 419 |
Structural Plain Concrete | 423 |
Field Inspection and Construction | 432 |
Strength Evaluation of Existing Structures | 437 |
Metrication | 444 |
Subject Index | 453 |
Beams and Girders | 216 |
Columns | 266 |
Walls | 324 |
Footings | 336 |
Commentary Section Index | 459 |
Code Section Index | 461 |
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Common terms and phrases
approximate ASTM axial load bar sizes bending bottom bars calculated cantilever capacity Chapter clear span closed stirrups Code Eq Code requires column strip Commentary computed cracking critical section dead load deflection depth design strength development length dimensions direct design method dowels drop panel effective embedment equal example exterior face factored loads factored moments factored shear Figure flat plate flat slabs flexural members footing frame analysis ft-kips inch-pound interior columns joist kips limits live load maximum spacing metric midspan minimum moment of inertia negative normal weight concrete one-way slabs permitted prestressed concrete ratio rebars reduced reinforced concrete reinforcing bars reinforcing steel service load shear reinforcement shear strength shear stress shearhead shown in Fig spandrel specifications square columns stiffness structural Table tensile tensile stress tests tion top bars torsion transferred two-way slabs unbalanced walls welded width wire yield strength
Popular passages
Page 398 - reinforced concrete in which there have been introduced internal stresses of such magnitude and distribution that the stresses resulting from loads are counteracted to a desired degree.
Page 161 - not more than one-quarter of the reinforcement in either strip shall be interrupted by the opening. The equivalent of reinforcement interrupted shall be added on all sides of the openings.
Page 425 - d is taken as the distance from the extreme compression fiber to the centroid of the prestressing tendons
Page 413 - d is the distance from the extreme compression fiber to the centroid of the prestressing tendons, and
Page 415 - the area of that part of the cross section between the flexural tension face and the center of gravity of the gross section.
Page 26 - the effects of forces due to prestressing, crane loads, vibration, impact, shrinkage, temperature changes, creep, expansion of shrinkage-compensating concrete, and unequal
References to this book
Design of Concrete Structures Arthur H. Nilson,David Darwin,Charles William Dolan No preview available - 2004 |
