Building Design and Construction Handbook - Merritt - Ventech!

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TABLE 15.2 Protection of Single-Phase Motors and Circuits 15.36 Size of motor Horsepower Ampere rating Maximum size fuse permitted by the code Branch-circuit protection* Time-delaycartridge or low-peak fuse that can be used Ordinary service Motor-running protection† Size of time-delay-cartridge or low-peak fuse Heavy service Maximum size 40�C motor 115 V All other motors 1 ⁄6 4.4 15 7 4 1 ⁄2 5 5 6 ⁄10 5 6 ⁄10 Size of fused switch or fuse holder Maximum size switch that can be used Size that can be used with time-delaycartridge or lowpeakfuses Minimum size of starter: NEMA size Minimum size and type of wire: AWG or MCM 1 ⁄4 5.8 20 10 5 6 ⁄10 6 1 ⁄4 8 7 30 30 00 14 R 1 ⁄2 1 ⁄3 7.2 25 12 7 8 9 9 1 ⁄2 9.8 30 17 1 ⁄2 10 12 12 12 30 30 0 14 R 1 ⁄2 3 ⁄4 13.8 45 25 15 17 1 ⁄2 17 1 ⁄2 17 1 ⁄2 60 30 1 16 50 30 17 1 ⁄2 20 20 20 60 30 0 12 R 1 ⁄2 1 1 ⁄2 20 60 30 20 25 25 25 60 30 2 24.0 80 40 25 30 30 30 100 60 1 l0 R 3 ⁄4 Minimum size of conduit: diameter, in
TABLE 15.2 Protection of Single-Phase Motors and Circuits (Continued) Size of motor Horsepower 15.37 Ampere rating Maximum size fuse permitted by the code Branch-circuit protection* Time-delaycartridge or low-peak fuse that can be used Ordinary service 230 V 1 ⁄6 2.2 15 3 1 ⁄2 2 1 ⁄4 2 1 ⁄2 2 8 ⁄10 2 8 ⁄10 1 ⁄4 2.9 15 5 2 8 ⁄10 3 2 ⁄10 4 3 1 ⁄2 30 30 00 14 R 1 ⁄2 1 ⁄3 3.6 15 6 3 1 ⁄2 4 4 1 ⁄2 4 1 ⁄2 1 ⁄2 4.9 15 8 5 5 6 ⁄10 6 1 ⁄4 6 1 ⁄4 3 ⁄4 6.9 25 12 7 8 9 8 30 30 00 14 R 1 ⁄2 1 8 25 15 8 9 10 10 1 1 ⁄2 10 30 17 1 ⁄2 10 12 12 12 30 30 2 12 40 20 12 15 15 15 60 30 0 14 R 1 ⁄2 3 17 60 25 17 1 ⁄2 20 20 20 60 30 1 10 R 3 ⁄4 5 28 90 45 30 35 35 35 100 60 2 8 R 3 ⁄4 7 1 ⁄2 40 125 60 40 45 50 50 200 60 2 6 R 1 10 50 150 80 50 60 70 60 200 100 3 4 R 1 1 ⁄4 * These do not give motor-running protection. † On normal installations these also give branch-circuit protection. Motor-running protection† Size of time-delay-cartridge or low-peak fuse Maximum size Heavy service 40�C motor All other motors Size of fused switch or fuse holder Maximum size switch that can be used Size that can be used with time-delaycartridge or lowpeakfuses Minimum size of starter: NEMA size Minimum size and type of wire: AWG or MCM Minimum size of conduit: diameter, 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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8.52 SECTION EIGHT K � pitch-dept
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8.54 SECTION EIGHT TABLE 8.15 Physi
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8.56 SECTION EIGHT Many preengineer
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8.58 SECTION EIGHT Construction (AI
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SECTION NINE CONCRETE CONSTRUCTION
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CONCRETE CONSTRUCTION 9.3 FIGURE 9.
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CONCRETE CONSTRUCTION 9.5 the owner
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CONCRETE CONSTRUCTION 9.7 proportio
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CONCRETE CONSTRUCTION 9.9 In additi
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CONCRETE CONSTRUCTION 9.11 entraini
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CONCRETE CONSTRUCTION 9.13 greatly
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CONCRETE CONSTRUCTION 9.15 TABLE 9.
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CONCRETE CONSTRUCTION 9.17 Other AC
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CONCRETE CONSTRUCTION 9.19 Conventi
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CONCRETE CONSTRUCTION 9.21 For exam
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CONCRETE CONSTRUCTION 9.23 formwork
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CONCRETE CONSTRUCTION 9.25 dropped
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TABLE 9.4 ASTM Standard Rebars Bar
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TABLE 9.6 Standard Wire Sizes for R
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TABLE 9.7 Standard Hooks* (Continue
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CONCRETE CONSTRUCTION 9.33 as well
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CONCRETE CONSTRUCTION 9.35 ditions
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CONCRETE CONSTRUCTION 9.37 For conc
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CONCRETE CONSTRUCTION 9.39 In pract
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CONCRETE CONSTRUCTION 9.41 The engi
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CONCRETE CONSTRUCTION 9.43 FIGURE 9
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9.43 SPECIAL ANALYSES CONCRETE CONS
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:
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 821 and 822:
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 837 and 838:
Page 839 and 840:
CONCRETE CONSTRUCTION 9.85 Step 2.
Page 841 and 842:
CONCRETE CONSTRUCTION 9.87 where
Page 843 and 844:
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:
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: 14.54 SECTION FOURTEEN FIGURE 14.14
Page 1353 and 1354: 14.58 SECTION FOURTEEN The indicati
Page 1355 and 1356: 14.60 SECTION FOURTEEN 14.29.2 Spri
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: R � resistance, �/mil-ft c.m.
Page 1399 and 1400: 15.39 Horsepower TABLE 15.3 Protect
Page 1401 and 1402: ELECTRICAL SYSTEMS 15.41 starting c
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 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
Page 1583 and 1584:
19.2 SECTION NINETEEN the course of
Page 1585 and 1586:
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
Page 1591 and 1592:
19.10 SECTION NINETEEN FIGURE 19.1
Page 1593 and 1594:
TABLE 19.2 Equipment Ownership and
Page 1595 and 1596:
19.14 SECTION NINETEEN 2. By time c
Page 1597 and 1598:
APPENDIX FACTORS FOR CONVERSION TO
Page 1599 and 1600:
TABLE A.3 Derived SI Units with Spe
Page 1601 and 1602:
TABLE A.4 Some Common Derived Units
Page 1603 and 1604:
APPENDIX A.7 mass. In such cases, t
Page 1605 and 1606:
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
Page 1611 and 1612:
Index Terms Links Aggregates: cont.
Page 1613 and 1614:
Index Terms Links Aluminum: alloys
Page 1615 and 1616:
Index Terms Links ASD 7.44 (See als
Page 1617 and 1618:
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
Page 1625 and 1626:
Index Terms Links Cable-supported s
Page 1627 and 1628:
Index Terms Links Coatings: bibliog
Page 1629 and 1630:
Index Terms Links Columns: stress-s
Page 1631 and 1632:
Index Terms Links Concrete: cont. f
Page 1633 and 1634:
Index Terms Links Concrete admixtur
Page 1635 and 1636:
Index Terms Links Concrete floors:
Page 1637 and 1638:
Index Terms Links Connections: cont
Page 1639 and 1640:
Index Terms Links Construction cont
Page 1641 and 1642:
Index Terms Links Contractors, home
Page 1643 and 1644:
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.
Page 1653 and 1654:
Index Terms Links Emergency egress
Page 1655 and 1656:
Index Terms Links Fire: cont. elect
Page 1657 and 1658:
Index Terms Links Floor fill 5.5 Fl
Page 1659 and 1660:
Index Terms Links Foundations: basi
Page 1661 and 1662:
Index Terms Links Furring 11.49 11.
Page 1663 and 1664:
Index Terms Links Gypsumboard: cont
Page 1665 and 1666:
Index Terms Links Heat: balancing o
Page 1667 and 1668:
Index Terms Links HVAC: computerize
Page 1669 and 1670:
Index Terms Links Jambs: door 11.11
Page 1671 and 1672:
Index Terms Links Lighting: brightn
Page 1673 and 1674:
Index Terms Links Louvers 13.5 Lrfd
Page 1675 and 1676:
Index Terms Links Luminaires: candl
Page 1677 and 1678:
Index Terms Links Matrices: advanta
Page 1679 and 1680:
Index Terms Links Nominal scale 1.2
Page 1681 and 1682:
Index Terms Links Pipe: corrosion p
Page 1683 and 1684:
Index Terms Links Plastics: cont. p
Page 1685 and 1686:
Index Terms Links Plywood: cont. st
Page 1687 and 1688:
Index Terms Links Reactors, current
Page 1689 and 1690:
Index Terms Links Roofing: cont. wa
Page 1691 and 1692:
Shear: in beams: Index Terms Links
Page 1693 and 1694:
Index Terms Links Sills: door 11.11
Page 1695 and 1696:
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.
Page 1715 and 1716:
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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Building Design and Construction Handbook - Merritt - Ventech!

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