Building Design and Construction Handbook - Merritt - Ventech!

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9.44 SECTION NINE Case 2, then, the negative factored moment is �(10.00 � 5.00) ��5.00 ft-kips/ ft, and the maximum positive factored moment is 5.00 ft-kips/ft. Figure 9.11a shows the maximum factored moments. For the concrete and reinforcement properties given, the balanced-reinforcement ratio computed from Eq. (9.27) is � b � 0.0285. Assume now that reinforcement ratios for the top reinforcement and bottom reinforcement are 0.00267 and 0.002, respectively. If alternate bottom bars extend into the supports, �� 0.001. Substitution in Eq. (9.8) gives for the redistribution percentage � � 0.00267 � 0.001 � � 20 1 � � 18.8% 0.0285 The negative factored moment (Case 1) therefore can be decreased to M u � �7.27(1 � 0.188) ��5.90 ft-kips/ft. The corresponding positive factored moment at midspan is 10 � 5.90 � 4.10 kips/ft (Fig. 9.11b). For Case 2 loading, if the negative factored moment is increased 18.8%, it becomes �5.94 � 5.90 ft-kips/ft. Therefore, the slab should be designed for the factored moments shown in Fig. 9.11b. 9.42 TWO-WAY SLAB FRAMES For two-way slab systems, the ACI 318 Building Code permits a three-dimensional (space-frame) analysis in which the ‘‘equivalent frame’’ combines the flexibility (reciprocal of stiffness) of the real column and the torsional flexibility of the slabs or beams attached to the column at right angles to the direction of the bending moment under consideration. This method, applicable for all ratios of successive spans and of dead to live load, is an elastic (‘‘exact’’) analysis called the ‘‘equivalent frame method.’’ An approximate procedure, the ‘‘direct design method,’’ is also permitted (within limits of load and span). This method constitutes the direct solution of a one-cycle moment distribution. (See also Art. 9.59.) (E. S. Hoffman, et al., ‘‘Structural Design Guide to the ACI Building Code,’’ 4th ed., Kluwer Academic Publishers, Boston/Dordrecht/London.) FIGURE 9.11 Factored bending moments in an interior 20-ft span of a continuous oneway slab: (a) factored moments for Case 1 (this and adjacent spans fully loaded) and Case II (this span fully loaded but adjacent spans with only dead load); (b) Case I factored moments after redistribution.
9.43 SPECIAL ANALYSES CONCRETE CONSTRUCTION 9.45 Space limitations preclude more than a brief listing of some of the special analyses required for various special types of reinforced concrete construction and selected basic references for detailed information. Further references to applicable research are available in each of the basic references. Seismic-loading-resistant ductile frames: ACI 318; ACI Detailing Manual. High-rise construction, frames, shear walls, frames plus shear walls, and tube concept: ‘‘Planning and Design of Tall Buildings,’’ Vols. SC, CL, and CB, American Society of Civil Engineers. Environmental engineering structures: ‘‘Environmental Engineering Concrete Structures,’’ ACI 350R. Bridges: ‘‘Analysis and Design of Reinforced Concrete Bridge Structures,’’ ACI 343R. Nuclear structures: ASME-ACI Code for Concrete Reactor Vessels and Containments Structures, ACI 359, also ACI 349 and 349R. It should be noted that the ACI 318 Building Code specifically provides for the acceptance of analyses by computer or model testing to supplement the manual calculations when required by building officials. STRUCTURAL DESIGN OF FLEXURAL MEMBERS 9.44 STRENGTH DESIGN WITH FACTORED LOADS Safe, economical strength design of reinforced concrete structures requires that their ultimate-load-carrying capacity be predictable or known. The safe, or service-loadcarrying capacity can then be determined by dividing the ultimate-load-carrying capacity by a factor of safety. The ACI 318 Building Code provides for strength design of reinforced concrete members by use of factored loads (actual and specified loads multiplied by load factors). Factored axial forces, shears, and moments in members are determined as if the structure were elastic. Strength-design theory is then used to design critical sections for these axial forces, shears, and moments. Strength design of reinforced concrete flexural members (Art. 9.46) may be based on the following assumptions and applicable conditions of equilibrium and compatibility of strains: 1. Strains in the reinforcing steel and the concrete is directly proportional to the distance from the neutral axis (Fig. 9.12) except for deep flexural members with a span-depth ratio less than 1.25 of the clear span for simple spans and 2.5 for continuous spans. See also Art. 9.88. 2. The maximum usable strain at the extreme concrete compression surface equals 0.003 in/in
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BUILDING DESIGN AND CONSTRUCTION HA
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CONTRIBUTORS David J. Akers Civil E
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ABOUT THE EDITORS Frederick S. Merr
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Contributors xxi Preface xxiii CONT
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GYPSUM PRODUCTS 4.26 Gypsumboard /
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CONTENTS ix Section 6 Soil Mechanic
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CONTENTS xi 8.22 Cellular Steel Flo
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CONTENTS xiii 9.80 Pile Foundations
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CONTENTS xv CERAMIC-TILE CONSTRUCTI
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13.14 Unit Heaters / 13.56 13.15 Ra
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CONTENTS xix Section 17 Constructio
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1.2 SECTION ONE Building design is
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1.4 SECTION ONE and performance of
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1.6 SECTION ONE building designers,
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1.8 SECTION ONE 1.5 ROLE OF THE CLI
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1.10 SECTION ONE other component is
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1.12 SECTION ONE FIGURE 1.3 Structu
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1.14 SECTION ONE 1.4g). Figure 1.4h
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1.16 SECTION ONE (a) FIGURE 1.6 Exa
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1.18 SECTION ONE transmit to suppor
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1.20 SECTION ONE Daylight is the so
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1.22 SECTION ONE vators may be prog
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1.24 SECTION ONE system may be more
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1.26 SECTION ONE after a specific n
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1.28 SECTION ONE all the necessary
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1.30 SECTION ONE 4. Employ techniqu
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1.32 SECTION ONE In listing objecti
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1.34 SECTION ONE Variables represen
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1.36 SECTION ONE Design of the foot
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1.38 SECTION ONE with noncombustibl
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1.40 SECTION ONE permits the buildi
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1.42 SECTION ONE Systems design sho
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2.2 SECTION TWO 2.1 PROFESSIONAL AN
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2.4 SECTION TWO quality systems, mo
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2.6 SECTION TWO neering firm. The p
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2.8 SECTION TWO For projects where
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2.10 SECTION TWO permits clients to
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2.12 SECTION TWO 2.9 ACCELERATED DE
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2.14 SECTION TWO the architect’s
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2.16 SECTION TWO centers, and indoo
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2.18 SECTION TWO 2.16 COST ESTIMATI
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2.20 SECTION TWO 9. Finishes 10. Sp
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2.22 SECTION TWO stitute format (Ar
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2.24 SECTION TWO 2.20 BIDDING AND C
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2.26 SECTION TWO 2.23 ROLE OF ARCHI
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2.28 SECTION TWO proposed by the co
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2.30 SECTION TWO client, building e
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2.32 SECTION TWO place. It is the p
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3.2 SECTION THREE tall and narrow,
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3.4 SECTION THREE it is known for a
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3.6 SECTION THREE ing damage by win
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3.8 SECTION THREE large that the st
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3.10 SECTION THREE forces. Generall
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3.12 SECTION THREE directions, both
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3.14 SECTION THREE mic loads, on th
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3.16 SECTION THREE be protected wit
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3.18 SECTION THREE The primary drai
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3.20 SECTION THREE should preferabl
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3.22 SECTION THREE where the walls
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3.24 SECTION THREE If the concrete
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3.26 SECTION THREE Factory-made por
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3.28 SECTION THREE and aqueous disp
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3.30 SECTION THREE community. In th
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3.32 SECTION THREE FIGURE 3.9 Time-
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3.34 SECTION THREE (‘‘Life Safe
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3.36 SECTION THREE For Class C fire
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3.38 SECTION THREE Hazard to person
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3.40 SECTION THREE Photoelectric De
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3.42 SECTION THREE High-Rise Buildi
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3.44 SECTION THREE Interior stairs
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3.46 SECTION THREE TABLE 3.6 Typica
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3.48 SECTION THREE necessary superv
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3.50 SECTION THREE The key element
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3.52 SECTION THREE 1. Detect a brea
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4.2 SECTION FOUR Limes, wherein the
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4.4 SECTION FOUR TABLE 4.1 Chemical
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4.6 SECTION FOUR TABLE 4.3 Relative
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4.8 SECTION FOUR Plasticity of mort
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4.10 SECTION FOUR Fly ashes are pro
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4.12 SECTION FOUR National Stone As
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4.14 SECTION FOUR 4.11.9 Volume Sta
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4.16 SECTION FOUR with less cement
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4.18 SECTION FOUR of color requires
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4.20 SECTION FOUR sometimes encount
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4.22 SECTION FOUR 4.17.1 Normal-Wei
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4.24 SECTION FOUR weights range fro
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4.26 SECTION FOUR TABLE 4.6 High-Pe
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4.28 SECTION FOUR of 4 � 8 � 16
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4.30 SECTION FOUR TABLE 4.8 Physica
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4.32 SECTION FOUR 4.22 CERAMIC TILE
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4.34 SECTION FOUR No. 305, Vol. 20,
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4.36 SECTION FOUR Gypsum Wallboard.
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4.38 SECTION FOUR two thicknesses
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4.40 SECTION FOUR Transparent Mirro
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TABLE 4.14 Strength of Some Commerc
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4.44 SECTION FOUR as longitudinal,
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4.46 SECTION FOUR it is usually at
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4.48 SECTION FOUR ified or of given
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4.50 SECTION FOUR pumped in under p
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4.52 SECTION FOUR both faces, excep
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TABLE 4.16 ASTM Requirements for St
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4.56 SECTION FOUR Above 2.0% carbon
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4.58 SECTION FOUR High-strength, lo
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4.60 SECTION FOUR element is strain
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4.62 SECTION FOUR is usually heated
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TABLE 4.19 Effects of Alloying Elem
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TABLE 4.19 Effects of Alloying Elem
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4.68 SECTION FOUR strength of 75 ks
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4.70 SECTION FOUR for preventing di
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4.72 SECTION FOUR Semikilled steel
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4.74 SECTION FOUR 4.49 CORROSION OF
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4.76 SECTION FOUR alloys to indicat
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4.78 SECTION FOUR TABLE 4.22 Finish
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4.80 SECTION FOUR other metals, the
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4.82 SECTION FOUR trical sockets, d
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4.84 SECTION FOUR with good corrosi
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4.86 SECTION FOUR in resisting oxid
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4.88 SECTION FOUR into desired shap
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4.90 SECTION FOUR other thermosetti
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4.92 SECTION FOUR Nylon. Molded nyl
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4.94 SECTION FOUR These materials m
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4.96 SECTION FOUR indoor and outdoo
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4.98 SECTION FOUR 4.81.1 Built-Up R
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4.100 SECTION FOUR other because of
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4.102 SECTION FOUR PAINTS AND OTHER
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4.104 SECTION FOUR Titanium dioxide
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SECTION FIVE STRUCTURAL THEORY Akba
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STRUCTURAL THEORY 5.3 Torsional loa
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TABLE 5.1 Minimum Design Dead Loads
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TABLE 5.2 Minimum Design Live Loads
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STRUCTURAL THEORY 5.9 L � 20R R
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STRUCTURAL THEORY 5.11 Wind pressur
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STRUCTURAL THEORY 5.13 In ASCE-7-95
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STRUCTURAL THEORY 5.15 loaded with
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STRUCTURAL THEORY 5.17 Building cod
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STRUCTURAL THEORY 5.19 Suppose, for
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STRUCTURAL THEORY 5.21 Since for th
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STRUCTURAL THEORY 5.23 Since AL is
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FIGURE 5.7 Normal and shear stresse
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FIGURE 5.9 Mohr’s circle for stre
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STRUCTURAL THEORY 5.29 Circular Sec
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STRUCTURAL THEORY 5.31 FIGURE 5.11
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STRUCTURAL THEORY 5.35 The bending
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FIGURE 5.25 Unit stresses on a beam
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STRUCTURAL THEORY 5.41 of Mohr’s
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STRUCTURAL THEORY 5.43 The tangenti
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FIGURE 5.32 Concentrated load at an
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STRUCTURAL THEORY 5.55 I�R yo �
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STRUCTURAL THEORY 5.57 where ƒr
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STRUCTURAL THEORY 5.59 This assumes
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STRUCTURAL THEORY 5.61 column curve
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STRUCTURAL THEORY 5.63 force beginn
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STRUCTURAL THEORY 5.67 On the other
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FIGURE 5.50 Statically indeterminat
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FIGURE 5.51 Dummy unit-load method
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STRUCTURAL THEORY 5.75 principle st
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STRUCTURAL THEORY 5.77 AX � B, wh
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STRUCTURAL THEORY 5.81 L �L �
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STRUCTURAL THEORY 5.83 3EI K � (5
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FIGURE 5.66 Moments for concentrate
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STRUCTURAL THEORY 5.89 � � 4EI
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STRUCTURAL THEORY 5.91 end moments
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STRUCTURAL THEORY 5.93 At A, for wh
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STRUCTURAL THEORY 5.95 the columns
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STRUCTURAL THEORY 5.97 5.11.10 Rapi
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STRUCTURAL THEORY 5.99 Similarly, a
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STRUCTURAL THEORY 5.101 ported beam
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STRUCTURAL THEORY 5.105 Wall A: 6.6
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STRUCTURAL THEORY 5.107 designed wi
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STRUCTURAL THEORY 5.109 1 � �
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STRUCTURAL THEORY 5.111 a thin plat
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STRUCTURAL THEORY 5.113 independent
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STRUCTURAL THEORY 5.115 k1 0 ... 0
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5.14.2 Two-Hinged Arches FIGURE 5.9
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STRUCTURAL THEORY 5.119 forces acti
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STRUCTURAL THEORY 5.123 � � 2 V
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STRUCTURAL THEORY 5.127 E 166.7h m
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STRUCTURAL THEORY 5.129 roof girder
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STRUCTURAL THEORY 5.131 H q o �1
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STRUCTURAL THEORY 5.133 wl o TL �
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5.16.2 Cable Systems STRUCTURAL THE
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STRUCTURAL THEORY 5.137 natural fre
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STRUCTURAL THEORY 5.141 methods tha
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STRUCTURAL THEORY 5.143 load that p
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� W 1 2 STRUCTURAL THEORY 5.145 k
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STRUCTURAL THEORY 5.147 mass has an
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STRUCTURAL THEORY 5.149 An approxim
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For smaller values of �, it is gi
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STRUCTURAL THEORY 5.153 k � sprin
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STRUCTURAL THEORY 5.157 New York; N
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STRUCTURAL THEORY 5.159 Eq. (5.289)
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STRUCTURAL THEORY 5.161 equivalent
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STRUCTURAL THEORY 5.163 R in Table
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TABLE 5.9 Design Coefficients and F
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TABLE 5.9 Design Coefficients and F
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STRUCTURAL THEORY 5.169 TABLE 5.10
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TABLE 5.13 Vertical Structural Irre
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STRUCTURAL THEORY 5.175 • S a sha
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STRUCTURAL THEORY 5.177 where C T
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STRUCTURAL THEORY 5.179 • 1.0 for
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where r � max STRUCTURAL THEORY 5
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STRUCTURAL THEORY 5.183 0.3S DSI pW
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SECTION SIX SOIL MECHANICS AND FOUN
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SOIL MECHANICS AND FOUNDATIONS 6.3
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TABLE 6.2 Common Types of Foundatio
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TABLE 6.3 Boring, Core Drilling, Sa
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TABLE 6.7 Mass and Volume Relations
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TABLE 6.8 Unified Soil Classificati
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FIGURE 6.9 Plasticity chart. SOIL M
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Notes: 1. Classification Procedure:
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6.37 TABLE 6.10 Soil Classification
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TABLE 6.15 Typical Pile Characteris
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TABLE 6.15 Typical Pile Characteris
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TABLE 6.20 Characterics of Compacte
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TABLE 6.21 Site Improvement Methods
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TABLE 6.21 Site Improvement Methods
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6.11 GEOSYNTHETICS SOIL MECHANICS A
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7.2 SECTION SEVEN by the fabricator
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7.4 SECTION SEVEN 7.2.1 Grades of S
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7.6 SECTION SEVEN recommended stand
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7.8 SECTION SEVEN 7.3 FASTENERS Two
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7.10 SECTION SEVEN TABLE 7.5 Washer
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7.12 SECTION SEVEN riveting gun, en
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7.14 SECTION SEVEN TABLE 7.7 Minimu
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7.16 SECTION SEVEN FIGURE 7.5 Symbo
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7.18 SECTION SEVEN owner, design pr
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7.20 SECTION SEVEN FIGURE 7.7 Wall-
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7.22 SECTION SEVEN than all forms o
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7.24 SECTION SEVEN FIGURE 7.11 Type
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7.26 SECTION SEVEN to carry little
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7.28 SECTION SEVEN FIGURE 7.14 Stee
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7.30 SECTION SEVEN Composite constr
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7.32 SECTION SEVEN Moment-Resisting
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7.34 SECTION SEVEN walls; neverthel
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7.36 SECTION SEVEN ities, size, spa
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7.38 SECTION SEVEN answer requires
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7.40 SECTION SEVEN Resistance to la
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7.42 SECTION SEVEN Temporary covera
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7.44 SECTION SEVEN filler blocks—
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7.46 SECTION SEVEN TABLE 7.9 Handbo
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7.48 SECTION SEVEN ing stress ƒ b
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7.50 SECTION SEVEN TABLE 7.11 Tensi
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7.52 SECTION SEVEN Constructions th
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FIGURE 7.29 Maximum width-thickness
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7.56 SECTION SEVEN unimportance of
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7.58 SECTION SEVEN FIGURE 7.30 Requ
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7.60 SECTION SEVEN Compactness Requ
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7.62 SECTION SEVEN TABLE 7.14 Allow
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7.64 SECTION SEVEN TABLE 7.16 Limit
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7.66 SECTION SEVEN 2 Mcr � C b (
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7.68 SECTION SEVEN FIGURE 7.33 Plat
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7.70 SECTION SEVEN are welded perpe
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7.72 SECTION SEVEN 2 1 � Cva (a/h
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7.74 SECTION SEVEN of lateral-torsi
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7.76 SECTION SEVEN 7.22 WEB OR FLAN
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7.78 SECTION SEVEN 3 4100 t �Fyc
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7.80 SECTION SEVEN For expansion ro
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7.82 SECTION SEVEN where M nt � r
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7.84 SECTION SEVEN Connector Detail
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7.86 SECTION SEVEN prevent overstre
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7.88 SECTION SEVEN H � length of
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7.90 SECTION SEVEN FIGURE 7.39 Stee
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7.92 SECTION SEVEN 7.30.1 ASD for B
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7.94 SECTION SEVEN TABLE 7.26 Desig
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7.96 SECTION SEVEN be subject to fa
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7.98 SECTION SEVEN FIGURE 7.41 Ecce
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7.100 SECTION SEVEN axis equals the
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7.102 SECTION SEVEN FIGURE 7.44 Typ
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7.104 SECTION SEVEN not a factor. S
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7.106 SECTION SEVEN FIGURE 7.48 Wel
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7.108 SECTION SEVEN FIGURE 7.50 End
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7.110 SECTION SEVEN and usually ind
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7.112 SECTION SEVEN or welded const
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7.118 SECTION SEVEN FIGURE 7.58 Ere
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7.120 SECTION SEVEN There is an est
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7.122 SECTION SEVEN FIGURE 7.62 Per
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7.124 SECTION SEVEN The whole opera
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7.126 SECTION SEVEN common service
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7.128 SECTION SEVEN 1. Steel that i
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7.130 SECTION SEVEN that the steel
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7.132 SECTION SEVEN FIGURE 7.65 Fir
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7.134 SECTION SEVEN American Instit
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8.2 SECTION EIGHT Cold-formed shape
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TABLE 8-2 Principal Mechanical Prop
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TABLE 8-2 Principal Mechanical Prop
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8.8 SECTION EIGHT TABLE 8.3 Gages,
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8.10 SECTION EIGHT FIGURE 8.2 Misce
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TABLE 8.4 Properties of Area and Li
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8.14 SECTION EIGHT The Committee on
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8.16 SECTION EIGHT In 1932, von Kar
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8.18 FIGURE 8.6 Schematic diagrams
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8.20 SECTION EIGHT Webs Subjected t
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8.22 SECTION EIGHT 8.9 MAXIMUM FLAT
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8.24 SECTION EIGHT where P n � ul
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8.26 SECTION EIGHT weld quality. Me
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8.28 SECTION EIGHT other sheets of
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8.30 SECTION EIGHT may be used to c
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8.32 SECTION EIGHT TABLE 8.5 Design
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8.34 SECTION EIGHT TABLE 8.7 ASTM B
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8.36 SECTION EIGHT TABLE 8.9 Nomina
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8.38 SECTION EIGHT TABLE 8.11 Nomin
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8.40 SECTION EIGHT 8.19 SELF-TAPPIN
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8.42 SECTION EIGHT FIGURE 8.13 Roof
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8.44 TABLE 8.13 Allowable Total (De
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8.46 SECTION EIGHT Maximum Deflecti
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8.48 SECTION EIGHT TABLE 8.14 Fire
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8.50 SECTION EIGHT service outlets
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Page 755 and 756: SECTION NINE CONCRETE CONSTRUCTION
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Page 767 and 768: CONCRETE CONSTRUCTION 9.13 greatly
Page 769 and 770: CONCRETE CONSTRUCTION 9.15 TABLE 9.
Page 771 and 772: CONCRETE CONSTRUCTION 9.17 Other AC
Page 773 and 774: CONCRETE CONSTRUCTION 9.19 Conventi
Page 775 and 776: CONCRETE CONSTRUCTION 9.21 For exam
Page 777 and 778: CONCRETE CONSTRUCTION 9.23 formwork
Page 779 and 780: CONCRETE CONSTRUCTION 9.25 dropped
Page 781 and 782: TABLE 9.4 ASTM Standard Rebars Bar
Page 783 and 784: TABLE 9.6 Standard Wire Sizes for R
Page 785 and 786: TABLE 9.7 Standard Hooks* (Continue
Page 787 and 788: CONCRETE CONSTRUCTION 9.33 as well
Page 789 and 790: CONCRETE CONSTRUCTION 9.35 ditions
Page 791 and 792: CONCRETE CONSTRUCTION 9.37 For conc
Page 793 and 794: CONCRETE CONSTRUCTION 9.39 In pract
Page 795 and 796: CONCRETE CONSTRUCTION 9.41 The engi
Page 797: CONCRETE CONSTRUCTION 9.43 FIGURE 9
Page 801 and 802: 9.44.2 Load Factors CONCRETE CONSTR
Page 803 and 804: CONCRETE CONSTRUCTION 9.49 section;
Page 805 and 806: CONCRETE CONSTRUCTION 9.51 that A s
Page 807 and 808: CONCRETE CONSTRUCTION 9.53 FIGURE 9
Page 809 and 810: 9.48 TORSION IN REINFORCED CONCRETE
Page 811 and 812: CONCRETE CONSTRUCTION 9.57 Where to
Page 813 and 814: CONCRETE CONSTRUCTION 9.59 9.49.2 D
Page 815 and 816: where � � 0.8 for bar sizes #3-
Page 817 and 818: CONCRETE CONSTRUCTION 9.63 TABLE 9.
Page 819 and 820: CONCRETE CONSTRUCTION 9.65 exceeds
Page 823 and 824: CONCRETE CONSTRUCTION 9.69 length r
Page 825 and 826: CONCRETE CONSTRUCTION 9.71 yield st
Page 827 and 828: CONCRETE CONSTRUCTION 9.73 where Mc
Page 829 and 830: ONE-WAY REINFORCED-CONCRETE SLABS C
Page 831 and 832: 9.53 EMBEDDED PIPES IN ONE-WAY SLAB
Page 833 and 834: CONCRETE CONSTRUCTION 9.79 One-way
Page 835 and 836: CONCRETE CONSTRUCTION 9.81 Minimum
Page 839 and 840: CONCRETE CONSTRUCTION 9.85 Step 2.
Page 841 and 842: CONCRETE CONSTRUCTION 9.87 where
Page 845 and 846: TABLE 9.21 Commonly Used Sizes of T
Page 847 and 848: CONCRETE CONSTRUCTION 9.93 and the
Page 849 and 850:
CONCRETE CONSTRUCTION 9.95 FIGURE 9
Page 851 and 852:
CONCRETE CONSTRUCTION 9.97 Need for
Page 853 and 854:
CONCRETE CONSTRUCTION 9.99 tored sh
Page 855 and 856:
CONCRETE CONSTRUCTION 9.101 TABLE 9
Page 857 and 858:
CONCRETE CONSTRUCTION 9.103 If slen
Page 859 and 860:
CONCRETE CONSTRUCTION 9.105 FIGURE
Page 861 and 862:
Page 863 and 864:
CONCRETE CONSTRUCTION 9.109 2P u qs
Page 865 and 866:
CONCRETE CONSTRUCTION 9.111 dicated
Page 867 and 868:
Page 869 and 870:
CONCRETE CONSTRUCTION 9.115 loads u
Page 871 and 872:
CONCRETE CONSTRUCTION 9.117 C r �
Page 873 and 874:
Page 875 and 876:
CONCRETE CONSTRUCTION 9.121 checked
Page 877 and 878:
CONCRETE CONSTRUCTION 9.123 2. For
Page 879 and 880:
Page 881 and 882:
Page 883 and 884:
CONCRETE CONSTRUCTION 9.129 greates
Page 885 and 886:
FIGURE 9.55 Reinforcement for deep
Page 887 and 888:
CONCRETE CONSTRUCTION 9.133 � �
Page 889 and 890:
FIGURE 9.58 Continuous cylindrical
Page 891 and 892:
CONCRETE CONSTRUCTION 9.137 require
Page 893 and 894:
CONCRETE CONSTRUCTION 9.139 crete s
Page 895 and 896:
Page 897 and 898:
CONCRETE CONSTRUCTION 9.143 Forms r
Page 899 and 900:
CONCRETE CONSTRUCTION 9.145 an uncr
Page 901 and 902:
CONCRETE CONSTRUCTION 9.147 may be
Page 903 and 904:
CONCRETE CONSTRUCTION 9.149 sions a
Page 905 and 906:
CONCRETE CONSTRUCTION 9.151 Nonpres
Page 907 and 908:
CONCRETE CONSTRUCTION 9.153 If the
Page 909 and 910:
9.111 APPLICATION AND MEASUREMENT O
Page 911 and 912:
10.2 TABLE 10.1 Shrinkage Values of
Page 913 and 914:
10.4 SECTION TEN this structure, st
Page 915 and 916:
10.6 SECTION TEN Use standard detai
Page 917 and 918:
TABLE 10.4 Weights and Specific Gra
Page 919 and 920:
10.10 SECTION TEN 10.3 DESIGN VALUE
Page 921 and 922:
10.12 SECTION TEN Cr � repetitive
Page 923 and 924:
10.14 SECTION TEN TABLE 10.6 Wet Se
Page 925 and 926:
10.16 SECTION TEN 10.5.7 Flat-Use F
Page 927 and 928:
10.18 SECTION TEN of loading. These
Page 929 and 930:
10.20 SECTION TEN good joint detail
Page 931 and 932:
10.22 SECTION TEN direction, deflec
Page 933 and 934:
10.24 SECTION TEN Deflection of woo
Page 935 and 936:
10.26 SECTION TEN multiplied by app
Page 937 and 938:
10.28 SECTION TEN 10.8 WOOD COMPRES
Page 939 and 940:
10.30 SECTION TEN smaller the slip
Page 941 and 942:
10.32 SECTION TEN 2 FbE � KbEE�
Page 943 and 944:
10.34 SECTION TEN A structural pane
Page 945 and 946:
10.36 SECTION TEN panels, primarily
Page 947 and 948:
10.38 SECTION TEN 10.12.5 Availabil
Page 949 and 950:
10.40 SECTION TEN FIGURE 10.7 Subfl
Page 951 and 952:
Panel siding Lap siding 10.42 TABLE
Page 953 and 954:
10.44 SECTION TEN Building paper is
Page 955 and 956:
10.46 TABLE 10.23 Maximum Shear, lb
Page 957 and 958:
10.48 SECTION TEN FIGURE 10.10 Foun
Page 959 and 960:
10.50 SECTION TEN TABLE 10.26 Minim
Page 961 and 962:
10.52 TABLE 10.27 Maximum Shear, lb
Page 963 and 964:
10.54 SECTION TEN 10.14.2 Wet-Servi
Page 965 and 966:
10.56 SECTION TEN TABLE 10.30 Tempe
Page 967 and 968:
10.58 SECTION TEN TABLE 10.32 Penet
Page 969 and 970:
10.60 SECTION TEN FIGURE 10.12 Bolt
Page 971 and 972:
10.62 SECTION TEN plates, embedded
Page 973 and 974:
10.64 TABLE 10.37 Minimum Edge and
Page 975 and 976:
10.66 SECTION TEN steel nails and s
Page 977 and 978:
10.68 SECTION TEN FIGURE 10.15 Typi
Page 979 and 980:
10.70 SECTION TEN Chord splices are
Page 981 and 982:
10.72 SECTION TEN Horizontal framin
Page 983 and 984:
10.74 SECTION TEN FIGURE 10.20 Crow
Page 985 and 986:
10.76 SECTION TEN FIGURE 10.22 Typi
Page 987 and 988:
10.78 SECTION TEN FIGURE 10.23 Plat
Page 989 and 990:
10.80 SECTION TEN 10.26 PERMANENT W
Page 991 and 992:
10.82 SECTION TEN Bearing values un
Page 993 and 994:
10.84 SECTION TEN evacuation, fire
Page 995 and 996:
10.86 SECTION TEN End Cuts. Unless
Page 997 and 998:
10.88 SECTION TEN dapping, or drill
Page 999 and 1000:
10.90 SECTION TEN Narrow boards may
Page 1001 and 1002:
10.92 SECTION TEN wood species do n
Page 1003 and 1004:
10.94 SECTION TEN In addition to ex
Page 1005 and 1006:
11.2 SECTION ELEVEN MASONRY WALLS M
Page 1007 and 1008:
11.4 SECTION ELEVEN FIGURE 11.1 Bri
Page 1009 and 1010:
11.6 SECTION ELEVEN Design of load-
Page 1011 and 1012:
11.8 SECTION ELEVEN For concrete bl
Page 1013 and 1014:
11.10 SECTION ELEVEN Materials to b
Page 1015 and 1016:
11.12 SECTION ELEVEN the ends of ti
Page 1017 and 1018:
11.14 SECTION ELEVEN to distribute
Page 1019 and 1020:
11.16 SECTION ELEVEN 11.4 LATERAL S
Page 1021 and 1022:
11.18 SECTION ELEVEN FIGURE 11.9 An
Page 1023 and 1024:
11.20 SECTION ELEVEN FIGURE 11.10 C
Page 1025 and 1026:
11.22 SECTION ELEVEN saturation. Wh
Page 1027 and 1028:
11.24 SECTION ELEVEN with metal anc
Page 1029 and 1030:
11.26 SECTION ELEVEN TABLE 11.4 All
Page 1031 and 1032:
11.28 SECTION ELEVEN TABLE 11.6 All
Page 1033 and 1034:
11.30 SECTION ELEVEN Slenderness Co
Page 1035 and 1036:
11.32 SECTION ELEVEN FIGURE 11.12 S
Page 1037 and 1038:
11.34 SECTION ELEVEN FIGURE 11.15 (
Page 1039 and 1040:
11.36 SECTION ELEVEN FIGURE 11.17 E
Page 1041 and 1042:
11.38 SECTION ELEVEN 11.17 WOOD FAC
Page 1043 and 1044:
11.40 SECTION ELEVEN be applied wit
Page 1045 and 1046:
11.42 SECTION ELEVEN FIGURE 11.19 M
Page 1047 and 1048:
11.44 SECTION ELEVEN in the followi
Page 1049 and 1050:
11.46 SECTION ELEVEN Batten. A pred
Page 1051 and 1052:
11.48 SECTION ELEVEN Corner Bead. A
Page 1053 and 1054:
11.50 SECTION ELEVEN Gypsumboard. A
Page 1055 and 1056:
11.52 SECTION ELEVEN Ship Lap. An o
Page 1057 and 1058:
11.54 SECTION ELEVEN 11.25.2 Plaste
Page 1059 and 1060:
11.56 SECTION ELEVEN Except at inte
Page 1061 and 1062:
11.58 SECTION ELEVEN loops of 18-ga
Page 1063 and 1064:
11.60 SECTION ELEVEN Veneer plaster
Page 1065 and 1066:
11.62 SECTION ELEVEN Veneer plaster
Page 1067 and 1068:
11.64 SECTION ELEVEN Furring. Suppl
Page 1069 and 1070:
11.66 SECTION ELEVEN FIGURE 11.25 W
Page 1071 and 1072:
11.68 SECTION ELEVEN TABLE 11.11 Ma
Page 1073 and 1074:
11.70 SECTION ELEVEN The first step
Page 1075 and 1076:
11.72 SECTION ELEVEN The joint shou
Page 1077 and 1078:
11.74 SECTION ELEVEN masonry, or po
Page 1079 and 1080:
11.76 SECTION ELEVEN may be 3 ⁄4
Page 1081 and 1082:
11.78 SECTION ELEVEN 11.31 OTHER TY
Page 1083 and 1084:
11.80 SECTION ELEVEN is practically
Page 1085 and 1086:
11.82 SECTION ELEVEN Wood subfloors
Page 1087 and 1088:
11.84 SECTION ELEVEN Because of the
Page 1089 and 1090:
11.86 SECTION ELEVEN clay tiles and
Page 1091 and 1092:
11.88 SECTION ELEVEN Check Rails. M
Page 1093 and 1094:
11.90 SECTION ELEVEN FIGURE 11.31 D
Page 1095 and 1096:
11.92 SECTION ELEVEN Hot-Dipped Gal
Page 1097 and 1098:
11.94 SECTION ELEVEN TABLE 11.14 Re
Page 1099 and 1100:
11.96 SECTION ELEVEN FIGURE 11.34 D
Page 1101 and 1102:
11.98 SECTION ELEVEN commodation of
Page 1103 and 1104:
11.100 SECTION ELEVEN FIGURE 11.37
Page 1105 and 1106:
Page 1107 and 1108:
Page 1109 and 1110:
Page 1111 and 1112:
Page 1113 and 1114:
11.110 SECTION ELEVEN Hinge jambs o
Page 1115 and 1116:
11.112 SECTION ELEVEN Control of Ai
Page 1117 and 1118:
Page 1119 and 1120:
Page 1121 and 1122:
11.118 SECTION ELEVEN one rising up
Page 1123 and 1124:
11.120 SECTION ELEVEN 11.56 REVOLVI
Page 1125 and 1126:
Page 1127 and 1128:
11.124 SECTION ELEVEN doors and win
Page 1129 and 1130:
11.126 SECTION ELEVEN ANSI A156.4.
Page 1131 and 1132:
11.128 SECTION ELEVEN 2. Nonrising
Page 1133 and 1134:
11.130 SECTION ELEVEN it is importa
Page 1135 and 1136:
11.132 SECTION ELEVEN When floor-ty
Page 1137 and 1138:
11.134 SECTION ELEVEN that may be m
Page 1139 and 1140:
11.136 SECTION ELEVEN The security
Page 1141 and 1142:
11.138 SECTION ELEVEN Metal anchors
Page 1143 and 1144:
Page 1145 and 1146:
11.142 SECTION ELEVEN of the stud w
Page 1147 and 1148:
11.144 SECTION ELEVEN 11.74 BOLTS A
Page 1149 and 1150:
11.146 SECTION ELEVEN Velocity. Spe
Page 1151 and 1152:
Page 1153 and 1154:
11.150 SECTION ELEVEN p SPL � 20
Page 1155 and 1156:
Page 1157 and 1158:
11.154 SECTION ELEVEN Structural fl
Page 1159 and 1160:
11.156 SECTION ELEVEN 11.79.4 Dampi
Page 1161 and 1162:
11.158 SECTION ELEVEN binders or th
Page 1163 and 1164:
11.160 SECTION ELEVEN Reverberation
Page 1165 and 1166:
11.162 SECTION ELEVEN acoustical ce
Page 1167 and 1168:
11.164 SECTION ELEVEN As might be e
Page 1169 and 1170:
11.166 SECTION ELEVEN Acoustical Ab
Page 1171 and 1172:
11.168 SECTION ELEVEN TABLE 11.35 T
Page 1173 and 1174:
SECTION TWELVE ROOF SYSTEMS Dave Fl
Page 1175 and 1176:
ROOF SYSTEMS 12.3 vapor in the inte
Page 1177 and 1178:
ROOF SYSTEMS 12.5 it is the only ty
Page 1179 and 1180:
ROOF SYSTEMS 12.7 Bitumen may be as
Page 1181 and 1182:
ROOF SYSTEMS 12.9 FIGURE 12.4 Torch
Page 1183 and 1184:
FIGURE 12.5 (Continued ) ROOF SYSTE
Page 1185 and 1186:
FIGURE 12.7 Three-tab asphalt-shing
Page 1187 and 1188:
ROOF SYSTEMS 12.15 Metal roof panel
Page 1189 and 1190:
ROOF SYSTEMS 12.17 FIGURE 12.11 Woo
Page 1191 and 1192:
ROOF SYSTEMS 12.19 a system that is
Page 1193 and 1194:
12.14 EFFECTS OF WIND ON ROOFS ROOF
Page 1195 and 1196:
ROOF SYSTEMS 12.23 inspections and
Page 1197 and 1198:
American Society of Heating, Refrig
Page 1199 and 1200:
Roof Consultants Institute (RCI) 74
Page 1201 and 1202:
SECTION THIRTEEN HEATING, VENTILATI
Page 1203 and 1204:
HEATING, VENTILATION, AND AIR CONDI
Page 1205 and 1206:
Page 1207 and 1208:
Page 1209 and 1210:
13.2.3 Sensible Heat HEATING, VENTI
Page 1211 and 1212:
Page 1213 and 1214:
13.2.7 Enthalpy HEATING, VENTILATIO
Page 1215 and 1216:
Page 1217 and 1218:
Page 1219 and 1220:
Page 1221 and 1222:
Page 1223 and 1224:
Page 1225 and 1226:
Page 1227 and 1228:
13.4 VENTILATION HEATING, VENTILATI
Page 1229 and 1230:
Page 1231 and 1232:
Page 1233 and 1234:
Page 1235 and 1236:
Page 1237 and 1238:
Page 1239 and 1240:
Page 1241 and 1242:
Page 1243 and 1244:
Page 1245 and 1246:
13.11 WARM-AIR HEATING HEATING, VEN
Page 1247 and 1248:
Page 1249 and 1250:
Page 1251 and 1252:
Page 1253 and 1254:
Page 1255 and 1256:
Page 1257 and 1258:
Page 1259 and 1260:
Page 1261 and 1262:
Page 1263 and 1264:
Page 1265 and 1266:
Page 1267 and 1268:
TABLE 13.15b First-Floor Office Loa
Page 1269 and 1270:
Page 1271 and 1272:
Page 1273 and 1274:
Page 1275 and 1276:
Page 1277 and 1278:
Page 1279 and 1280:
Page 1281 and 1282:
Page 1283 and 1284:
Page 1285 and 1286:
13.32 AIR-WATER SYSTEMS HEATING, VE
Page 1287 and 1288:
Page 1289 and 1290:
Page 1291 and 1292:
Page 1293 and 1294:
Page 1295 and 1296:
Page 1297 and 1298:
14.2 SECTION FOURTEEN Code,’’ A
Page 1299 and 1300:
14.4 SECTION FOURTEEN Publishing Co
Page 1301 and 1302:
14.6 SECTION FOURTEEN detergents ar
Page 1303 and 1304:
14.8 SECTION FOURTEEN 14.6.1 Temper
Page 1305 and 1306:
14.10 SECTION FOURTEEN FIGURE 14.2
Page 1307 and 1308:
14.12 SECTION FOURTEEN 14.6.7 Valve
Page 1309 and 1310:
TABLE 14.2 Minimum Plumbing Fixture
Page 1311 and 1312:
TABLE 14.2 Minimum Plumbing Fixture
Page 1313 and 1314:
14.18 SECTION FOURTEEN of people ma
Page 1315 and 1316:
14.20 SECTION FOURTEEN TABLE 14.3 M
Page 1317 and 1318:
TABLE 14.4 Fixture Units and Trap a
Page 1319 and 1320:
Page 1321 and 1322:
Page 1323 and 1324:
TABLE 14.5 Allowances for Friction
Page 1325 and 1326:
14.30 SECTION FOURTEEN 2. Indirect
Page 1327 and 1328:
TABLE 14.6 Hot-Water Demand per Fix
Page 1329 and 1330:
14.34 SECTION FOURTEEN Storm water
Page 1331 and 1332:
14.36 SECTION FOURTEEN Size and slo
Page 1333 and 1334:
14.38 SECTION FOURTEEN hub; threade
Page 1335 and 1336:
14.40 SECTION FOURTEEN to the build
Page 1337 and 1338:
14.42 SECTION FOURTEEN TABLE 14.9 S
Page 1339 and 1340:
TABLE 14.12 Size and Length of Vent
Page 1341 and 1342:
14.46 SECTION FOURTEEN To ensure th
Page 1343 and 1344:
Page 1345 and 1346:
14.50 SECTION FOURTEEN Besides muni
Page 1347 and 1348:
14.52 SECTION FOURTEEN Polyethylene
Page 1349 and 1350:
Page 1351 and 1352:
Page 1353 and 1354:
14.58 SECTION FOURTEEN The indicati
Page 1355 and 1356:
14.60 SECTION FOURTEEN 14.29.2 Spri
Page 1357 and 1358:
Page 1359 and 1360:
14.64 SECTION FOURTEEN limiting dev
Page 1361 and 1362:
SECTION FIFTEEN ELECTRICAL SYSTEMS
Page 1363 and 1364:
ELECTRICAL SYSTEMS 15.3 Resistance
Page 1365 and 1366:
15.3 ALTERNATING-CURRENT SYSTEMS EL
Page 1367 and 1368:
ELECTRICAL SYSTEMS 15.7 The magneti
Page 1369 and 1370:
ELECTRICAL SYSTEMS 15.9 E � IZ co
Page 1371 and 1372:
ELECTRICAL SYSTEMS 15.11 FIGURE 15.
Page 1373 and 1374:
ELECTRICAL SYSTEMS 15.13 keeping th
Page 1375 and 1376:
ELECTRICAL SYSTEMS 15.15 erator. Op
Page 1377 and 1378:
15.6.3 Types of Insulated Conductor
Page 1379 and 1380:
FIGURE 15.6 Cellular steel decking
Page 1381 and 1382:
15.21 FIGURE 15.7 Space beneath a r
Page 1383 and 1384:
ELECTRICAL SYSTEMS 15.23 All the se
Page 1385 and 1386:
ELECTRICAL SYSTEMS 15.25 clearly ma
Page 1387 and 1388:
ELECTRICAL SYSTEMS 15.27 customer u
Page 1389 and 1390:
ELECTRICAL SYSTEMS 15.29 control th
Page 1391 and 1392:
TABLE 15.1 Electrical Symbols* (Con
Page 1393 and 1394:
ELECTRICAL SYSTEMS 15.33 CADD can m
Page 1395 and 1396:
R � resistance, �/mil-ft c.m.
Page 1397 and 1398:
TABLE 15.2 Protection of Single-Pha
Page 1399 and 1400:
15.39 Horsepower TABLE 15.3 Protect
Page 1401 and 1402:
ELECTRICAL SYSTEMS 15.41 starting c
Page 1403 and 1404:
Page 1405 and 1406:
ELECTRICAL SYSTEMS 15.45 2 Three 40
Page 1407 and 1408:
ELECTRICAL SYSTEMS 15.47 case, the
Page 1409 and 1410:
15.10.5 Equivalent Spherical Illumi
Page 1411 and 1412:
ELECTRICAL SYSTEMS 15.51 See also A
Page 1413 and 1414:
ELECTRICAL SYSTEMS 15.53 Increase i
Page 1415 and 1416:
ELECTRICAL SYSTEMS 15.55 restaurant
Page 1417 and 1418:
ELECTRICAL SYSTEMS 15.57 TABLE 15.7
Page 1419 and 1420:
ELECTRICAL SYSTEMS 15.59 the result
Page 1421 and 1422:
ELECTRICAL SYSTEMS 15.61 acteristic
Page 1423 and 1424:
ELECTRICAL SYSTEMS 15.63 For contro
Page 1425 and 1426:
15.65 TABLE 15.9 Comparison of Lamp
Page 1427 and 1428:
Page 1429 and 1430:
ELECTRICAL SYSTEMS 15.69 Some lumin
Page 1431 and 1432:
ELECTRICAL SYSTEMS 15.71 To adjust
Page 1433 and 1434:
ELECTRICAL SYSTEMS 15.73 Similar co
Page 1435 and 1436:
ELECTRICAL SYSTEMS 15.75 exchange (
Page 1437 and 1438:
ELECTRICAL SYSTEMS 15.77 protection
Page 1439 and 1440:
SECTION SIXTEEN VERTICAL CIRCULATIO
Page 1441 and 1442:
VERTICAL CIRCULATION 16.3 ft 2 . Ra
Page 1443 and 1444:
VERTICAL CIRCULATION 16.5 Facilitie
Page 1445 and 1446:
16.3.3 Design Loads for Stairs VERT
Page 1447 and 1448:
VERTICAL CIRCULATION 16.9 Stairs ou
Page 1449 and 1450:
FIGURE 16.5 Reinforced concrete sta
Page 1451 and 1452:
VERTICAL CIRCULATION 16.13 FIGURE 1
Page 1453 and 1454:
VERTICAL CIRCULATION 16.15 most att
Page 1455 and 1456:
Page 1457 and 1458:
Page 1459 and 1460:
VERTICAL CIRCULATION 16.21 Hoistway
Page 1461 and 1462:
VERTICAL CIRCULATION 16.23 enclosur
Page 1463 and 1464:
VERTICAL CIRCULATION 16.25 horizont
Page 1465 and 1466:
VERTICAL CIRCULATION 16.27 car is r
Page 1467 and 1468:
VERTICAL CIRCULATION 16.29 and lowe
Page 1469 and 1470:
VERTICAL CIRCULATION 16.31 car-spee
Page 1471 and 1472:
VERTICAL CIRCULATION 16.33 Also, th
Page 1473 and 1474:
VERTICAL CIRCULATION 16.35 An autom
Page 1475 and 1476:
VERTICAL CIRCULATION 16.37 For long
Page 1477 and 1478:
VERTICAL CIRCULATION 16.39 Another
Page 1479 and 1480:
16.11.5 Professional-Building Eleva
Page 1481 and 1482:
Page 1483 and 1484:
VERTICAL CIRCULATION 16.45 horizont
Page 1485 and 1486:
VERTICAL CIRCULATION 16.47 limited
Page 1487 and 1488:
17.2 SECTION SEVENTEEN to be a good
Page 1489 and 1490:
17.4 SECTION SEVENTEEN the contract
Page 1491 and 1492:
17.6 SECTION SEVENTEEN 17.3 CONTRAC
Page 1493 and 1494:
17.8 SECTION SEVENTEEN Private Cont
Page 1495 and 1496:
17.10 SECTION SEVENTEEN FIGURE 17.2
Page 1497 and 1498:
17.12 SECTION SEVENTEEN intend to a
Page 1499 and 1500:
17.14 SECTION SEVENTEEN purposes. I
Page 1501 and 1502:
17.16 SECTION SEVENTEEN 4. The CM a
Page 1503 and 1504:
Page 1505 and 1506:
Page 1507 and 1508:
Page 1509 and 1510:
17.24 SECTION SEVENTEEN Purchasing/
Page 1511 and 1512:
Page 1513 and 1514:
17.28 SECTION SEVENTEEN serving dec
Page 1515 and 1516:
Page 1517 and 1518:
Page 1519 and 1520:
17.34 SECTION SEVENTEEN pass contin
Page 1521 and 1522:
17.36 SECTION SEVENTEEN This may ne
Page 1523 and 1524:
17.38 SECTION SEVENTEEN When work i
Page 1525 and 1526:
17.40 SECTION SEVENTEEN work or to
Page 1527 and 1528:
17.42 SECTION SEVENTEEN Mediation.
Page 1529 and 1530:
17.44 SECTION SEVENTEEN TABLE 17.1
Page 1531 and 1532:
17.46 SECTION SEVENTEEN TABLE 17.1
Page 1533 and 1534:
17.48 SECTION SEVENTEEN 17.15.3 Mot
Page 1535 and 1536:
17.50 SECTION SEVENTEEN independent
Page 1537 and 1538:
17.52 SECTION SEVENTEEN merchandise
Page 1539 and 1540:
17.54 SECTION SEVENTEEN 1. A comple
Page 1541 and 1542:
17.56 SECTION SEVENTEEN retainage t
Page 1543 and 1544:
Page 1545 and 1546:
17.60 FIGURE 17.23 Monthly cost rep
Page 1547 and 1548:
17.62 SECTION SEVENTEEN this method
Page 1549 and 1550:
17.64 SECTION SEVENTEEN salaried li
Page 1551 and 1552:
17.66 SECTION SEVENTEEN heat. Stand
Page 1553 and 1554:
17.68 SECTION SEVENTEEN or three-sh
Page 1555 and 1556:
17.70 SECTION SEVENTEEN The lessons
Page 1557 and 1558:
18.2 SECTION EIGHTEEN the local uti
Page 1559 and 1560:
18.4 SECTION EIGHTEEN nized steel (
Page 1561 and 1562:
18.6 SECTION EIGHTEEN building cons
Page 1563 and 1564:
18.8 SECTION EIGHTEEN tenant’s re
Page 1565 and 1566:
18.10 SECTION EIGHTEEN 18.3 COMMUNI
Page 1567 and 1568:
18.12 SECTION EIGHTEEN FIGURE 18.4
Page 1569 and 1570:
Page 1571 and 1572:
Page 1573 and 1574:
Page 1575 and 1576:
Page 1577 and 1578:
Page 1579 and 1580:
18.24 SECTION EIGHTEEN a 120/240 V,
Page 1581 and 1582:
18.26 SECTION EIGHTEEN 18.9 LINKS A
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19.2 SECTION NINETEEN the course of
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19.4 SECTION NINETEEN Fixed-Price E
Page 1587 and 1588:
19.6 SECTION NINETEEN differs from
Page 1589 and 1590:
19.8 SECTION NINETEEN 19.4 ESTIMATI
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19.10 SECTION NINETEEN FIGURE 19.1
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TABLE 19.2 Equipment Ownership and
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19.14 SECTION NINETEEN 2. By time c
Page 1597 and 1598:
APPENDIX FACTORS FOR CONVERSION TO
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TABLE A.3 Derived SI Units with Spe
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TABLE A.4 Some Common Derived Units
Page 1603 and 1604:
APPENDIX A.7 mass. In such cases, t
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TABLE A.6 Factors for Conversion to
Page 1607 and 1608:
APPENDIX A.11 TABLE A.6 Factors for
Page 1609 and 1610:
APPENDIX A.13 TABLE A.6 Factors for
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Index Terms Links Aggregates: cont.
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Index Terms Links Aluminum: alloys
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Index Terms Links ASD 7.44 (See als
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Index Terms Links Beams: cont. flex
Page 1619 and 1620:
Index Terms Links Bids: cont. mater
Page 1621 and 1622:
Index Terms Links Bracing: of beams
Page 1623 and 1624:
Index Terms Links Building codes (s
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Index Terms Links Cable-supported s
Page 1627 and 1628:
Index Terms Links Coatings: bibliog
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Index Terms Links Columns: stress-s
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Index Terms Links Concrete: cont. f
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Index Terms Links Concrete admixtur
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Index Terms Links Concrete floors:
Page 1637 and 1638:
Index Terms Links Connections: cont
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Index Terms Links Construction cont
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Index Terms Links Contractors, home
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Index Terms Links Cost estimates: c
Page 1645 and 1646:
Index Terms Links Derricks 7.117 De
Page 1647 and 1648:
Index Terms Links Drinking fountain
Page 1649 and 1650:
Index Terms Links Electrical circui
Page 1651 and 1652:
Index Terms Links Elevators: cont.
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Index Terms Links Emergency egress
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Index Terms Links Fire: cont. elect
Page 1657 and 1658:
Index Terms Links Floor fill 5.5 Fl
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Index Terms Links Foundations: basi
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Index Terms Links Furring 11.49 11.
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Index Terms Links Gypsumboard: cont
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Index Terms Links Heat: balancing o
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Index Terms Links HVAC: computerize
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Index Terms Links Jambs: door 11.11
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Index Terms Links Lighting: brightn
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Index Terms Links Louvers 13.5 Lrfd
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Index Terms Links Luminaires: candl
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Index Terms Links Matrices: advanta
Page 1679 and 1680:
Index Terms Links Nominal scale 1.2
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Index Terms Links Pipe: corrosion p
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Index Terms Links Plastics: cont. p
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Index Terms Links Plywood: cont. st
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Index Terms Links Reactors, current
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Index Terms Links Roofing: cont. wa
Page 1691 and 1692:
Shear: in beams: Index Terms Links
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Index Terms Links Sills: door 11.11
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Index Terms Links Soils: cont. with
Page 1697 and 1698:
Index Terms Links Spikes 10.54 10.5
Page 1699 and 1700:
Index Terms Links Steel beams: cont
Page 1701 and 1702:
Index Terms Links Steel reinforceme
Page 1703 and 1704:
Index Terms Links Storm water: disp
Page 1705 and 1706:
Index Terms Links Structural steels
Page 1707 and 1708:
Index Terms Links Subsurface explor
Page 1709 and 1710:
Index Terms Links Systems design: c
Page 1711 and 1712:
Index Terms Links Treads 16.6 16.7
Page 1713 and 1714:
Index Terms Links Vibrations: cont.
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Index Terms Links Walls: cont. sand
Page 1717 and 1718:
Index Terms Links Welding: cont. st
Page 1719 and 1720:
Index Terms Links Windows: cont. st
Page 1721:
Index Terms Links Wood joists 5.4 1
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