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Building Design and Construction Handbook - Merritt - Ventech!
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10.38 SECTION TEN<br />
10.12.5 Availability of Panel Grades<br />
Some panel grades, thicknesses, span ratings, or species may be difficult to obtain<br />
in some areas. Check with your supplier for availability or include an alternative<br />
panel in specifications. St<strong>and</strong>ard panel dimensions are 4 � 8 ft, although some<br />
mills also produce plywood panels 9 or 10 ft long or longer. OSB panels may be<br />
ordered in lengths up to 24 ft in some market areas.<br />
10.12.6 APA Rated Sturd-I-Floor<br />
APA Rated Sturd-I-Floor (copyrighted name) is a span-rated product designed specifically<br />
for use in single-layer floor construction beneath carpet <strong>and</strong> pad. The maximum<br />
spacing of floor joists, or span rating, is stamped on each panel. Panels are<br />
manufactured with span ratings of 16, 20, 24, 32, <strong>and</strong> 48 in. These assume the<br />
panel continuous over two or more spans with the long dimension or strength axis<br />
across supports (Fig. 10.6). The span rating in the trademark applies when the long<br />
panel dimension is across supports unless the strength axis is otherwise identified.<br />
Glue-nailing is recommended, though panels may be nailed only. Application<br />
provisions for both methods are given in Table 10.18. Uniform live loads are given<br />
in the APA ‘‘<strong>Design</strong>/<strong>Construction</strong> Guide—Residential & Commercial.’’<br />
10.12.7 Panel Subflooring<br />
The limiting factor in design of floors is deflection under concentrated loads at<br />
panel edges. Nailing provisions for APA panel subflooring (Fig. 10.7) are given in<br />
Table 10.19. Other code-approved fasteners, however, may be used. The span ratings<br />
in Table 10.19 applied to Rated Sheathing or sheathing grades only <strong>and</strong> are<br />
the minimum for the span indicated. The span ratings assume panels continuous<br />
over two or more spans with the long dimension or strength axis across supports.<br />
FIGURE 10.6 Floor construction with APA Rated Sturd-I-Floor.
FIGURE 10.5 Typical trademarks for structural panels. (a) APA Rated Sheathing with a thickness of 15 ⁄32 in <strong>and</strong> a span rating of 32 in for use as roof decking <strong>and</strong> 16 in for use as subflooring, suitable for Exposure 1 conditions (not permanently exposed to weather). (b) APA Rated Siding, grade 303-18-S/W, with a span rating of 16 in. (c) APA Plyform, intended for use in formwork for concrete. (d) APA high-density overlay (HDO), abrasion resistant <strong>and</strong> suitable for exterior applications (used for concrete forms, cabinets, countertops, <strong>and</strong> signs). (e) APA Marine, used for boat hulls. 10.37
10.38 SECTION TEN 10.12.5 Availability of Panel Grades Some panel grades, thicknesses, span ratings, or species may be difficult to obtain in some areas. Check with your supplier for availability or include an alternative panel in specifications. St<strong>and</strong>ard panel dimensions are 4 � 8 ft, although some mills also produce plywood panels 9 or 10 ft long or longer. OSB panels may be ordered in lengths up to 24 ft in some market areas. 10.12.6 APA Rated Sturd-I-Floor APA Rated Sturd-I-Floor (copyrighted name) is a span-rated product designed specifically for use in single-layer floor construction beneath carpet <strong>and</strong> pad. The maximum spacing of floor joists, or span rating, is stamped on each panel. Panels are manufactured with span ratings of 16, 20, 24, 32, <strong>and</strong> 48 in. These assume the panel continuous over two or more spans with the long dimension or strength axis across supports (Fig. 10.6). The span rating in the trademark applies when the long panel dimension is across supports unless the strength axis is otherwise identified. Glue-nailing is recommended, though panels may be nailed only. Application provisions for both methods are given in Table 10.18. Uniform live loads are given in the APA ‘‘<strong>Design</strong>/<strong>Construction</strong> Guide—Residential & Commercial.’’ 10.12.7 Panel Subflooring The limiting factor in design of floors is deflection under concentrated loads at panel edges. Nailing provisions for APA panel subflooring (Fig. 10.7) are given in Table 10.19. Other code-approved fasteners, however, may be used. The span ratings in Table 10.19 applied to Rated Sheathing or sheathing grades only <strong>and</strong> are the minimum for the span indicated. The span ratings assume panels continuous over two or more spans with the long dimension or strength axis across supports. FIGURE 10.6 Floor construction with APA Rated Sturd-I-Floor.
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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 5.33 FIGURE 5.18
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STRUCTURAL THEORY 5.35 The bending
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STRUCTURAL THEORY 5.37 FIGURE 5.22
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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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STRUCTURAL THEORY 5.45 FIGURE 5.29
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FIGURE 5.32 Concentrated load at an
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STRUCTURAL THEORY 5.49 FIGURE 5.35
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STRUCTURAL THEORY 5.51 FIGURE 5.38
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STRUCTURAL THEORY 5.53 FIGURE 5.41
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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 5.65 FIGURE 5.47
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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 5.73 FIGURE 5.53
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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 5.79 FIGURE 5.59
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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 5.87 FIGURE 5.71
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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 5.103 FIGURE 5.83
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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 5.121 FIGURE 5.97
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STRUCTURAL THEORY 5.123 � � 2 V
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STRUCTURAL THEORY 5.125 FIGURE 5.99
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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 5.139 FIGURE 5.10
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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 5.155 FIGURE 5.11
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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 5.173 TABLE 5.15
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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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STRUCTURAL THEORY 5.185 TABLE 5.20
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STRUCTURAL THEORY 5.187 FIGURE 5.11
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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 6.3 Boring, Core Drilling, Sa
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TABLE 6.3 Boring, Core Drilling, Sa
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SOIL MECHANICS AND FOUNDATIONS 6.13
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SOIL MECHANICS AND FOUNDATIONS 6.15
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SOIL MECHANICS AND FOUNDATIONS 6.17
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SOIL MECHANICS AND FOUNDATIONS 6.19
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SOIL MECHANICS AND FOUNDATIONS 6.21
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SOIL MECHANICS AND FOUNDATIONS 6.23
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SOIL MECHANICS AND FOUNDATIONS 6.25
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SOIL MECHANICS AND FOUNDATIONS 6.27
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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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SOIL MECHANICS AND FOUNDATIONS 6.39
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SOIL MECHANICS AND FOUNDATIONS 6.41
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SOIL MECHANICS AND FOUNDATIONS 6.43
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SOIL MECHANICS AND FOUNDATIONS 6.45
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SOIL MECHANICS AND FOUNDATIONS 6.47
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SOIL MECHANICS AND FOUNDATIONS 6.49
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SOIL MECHANICS AND FOUNDATIONS 6.51
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SOIL MECHANICS AND FOUNDATIONS 6.53
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SOIL MECHANICS AND FOUNDATIONS 6.55
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SOIL MECHANICS AND FOUNDATIONS 6.57
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SOIL MECHANICS AND FOUNDATIONS 6.59
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SOIL MECHANICS AND FOUNDATIONS 6.61
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SOIL MECHANICS AND FOUNDATIONS 6.63
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SOIL MECHANICS AND FOUNDATIONS 6.65
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SOIL MECHANICS AND FOUNDATIONS 6.67
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SOIL MECHANICS AND FOUNDATIONS 6.69
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SOIL MECHANICS AND FOUNDATIONS 6.71
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SOIL MECHANICS AND FOUNDATIONS 6.73
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SOIL MECHANICS AND FOUNDATIONS 6.75
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SOIL MECHANICS AND FOUNDATIONS 6.77
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SOIL MECHANICS AND FOUNDATIONS 6.79
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SOIL MECHANICS AND FOUNDATIONS 6.81
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SOIL MECHANICS AND FOUNDATIONS 6.83
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SOIL MECHANICS AND FOUNDATIONS 6.85
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SOIL MECHANICS AND FOUNDATIONS 6.87
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SOIL MECHANICS AND FOUNDATIONS 6.89
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SOIL MECHANICS AND FOUNDATIONS 6.91
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TABLE 6.15 Typical Pile Characteris
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TABLE 6.15 Typical Pile Characteris
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SOIL MECHANICS AND FOUNDATIONS 6.97
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SOIL MECHANICS AND FOUNDATIONS 6.99
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SOIL MECHANICS AND FOUNDATIONS 6.10
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SOIL MECHANICS AND FOUNDATIONS 6.10
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SOIL MECHANICS AND FOUNDATIONS 6.10
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TABLE 6.20 Characterics of Compacte
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SOIL MECHANICS AND FOUNDATIONS 6.10
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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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SOIL MECHANICS AND FOUNDATIONS 6.11
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SOIL MECHANICS AND FOUNDATIONS 6.11
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SOIL MECHANICS AND FOUNDATIONS 6.12
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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
- Page 633 and 634:
7.72 SECTION SEVEN 2 1 � Cva (a/h
- Page 635 and 636:
7.74 SECTION SEVEN of lateral-torsi
- Page 637 and 638:
7.76 SECTION SEVEN 7.22 WEB OR FLAN
- Page 639 and 640:
7.78 SECTION SEVEN 3 4100 t �Fyc
- Page 641 and 642:
7.80 SECTION SEVEN For expansion ro
- Page 643 and 644:
7.82 SECTION SEVEN where M nt � r
- Page 645 and 646:
7.84 SECTION SEVEN Connector Detail
- Page 647 and 648:
7.86 SECTION SEVEN prevent overstre
- Page 649 and 650:
7.88 SECTION SEVEN H � length of
- Page 651 and 652:
7.90 SECTION SEVEN FIGURE 7.39 Stee
- Page 653 and 654:
7.92 SECTION SEVEN 7.30.1 ASD for B
- Page 655 and 656:
7.94 SECTION SEVEN TABLE 7.26 Desig
- Page 657 and 658:
7.96 SECTION SEVEN be subject to fa
- Page 659 and 660:
7.98 SECTION SEVEN FIGURE 7.41 Ecce
- Page 661 and 662:
7.100 SECTION SEVEN axis equals the
- Page 663 and 664:
7.102 SECTION SEVEN FIGURE 7.44 Typ
- Page 665 and 666:
7.104 SECTION SEVEN not a factor. S
- Page 667 and 668:
7.106 SECTION SEVEN FIGURE 7.48 Wel
- Page 669 and 670:
7.108 SECTION SEVEN FIGURE 7.50 End
- Page 671 and 672:
7.110 SECTION SEVEN and usually ind
- Page 673 and 674:
7.112 SECTION SEVEN or welded const
- Page 675 and 676:
7.114 SECTION SEVEN FIGURE 7.55 Wel
- Page 677 and 678:
7.116 SECTION SEVEN FIGURE 7.57 Wel
- Page 679 and 680:
7.118 SECTION SEVEN FIGURE 7.58 Ere
- Page 681 and 682:
7.120 SECTION SEVEN There is an est
- Page 683 and 684:
7.122 SECTION SEVEN FIGURE 7.62 Per
- Page 685 and 686:
7.124 SECTION SEVEN The whole opera
- Page 687 and 688:
7.126 SECTION SEVEN common service
- Page 689 and 690:
7.128 SECTION SEVEN 1. Steel that i
- Page 691 and 692:
7.130 SECTION SEVEN that the steel
- Page 693 and 694:
7.132 SECTION SEVEN FIGURE 7.65 Fir
- Page 695 and 696:
7.134 SECTION SEVEN American Instit
- Page 697 and 698:
8.2 SECTION EIGHT Cold-formed shape
- Page 699 and 700:
TABLE 8-2 Principal Mechanical Prop
- Page 701 and 702:
TABLE 8-2 Principal Mechanical Prop
- Page 703 and 704:
8.8 SECTION EIGHT TABLE 8.3 Gages,
- Page 705 and 706:
8.10 SECTION EIGHT FIGURE 8.2 Misce
- Page 707 and 708:
TABLE 8.4 Properties of Area and Li
- Page 709 and 710:
8.14 SECTION EIGHT The Committee on
- Page 711 and 712:
8.16 SECTION EIGHT In 1932, von Kar
- Page 713 and 714:
8.18 FIGURE 8.6 Schematic diagrams
- Page 715 and 716:
8.20 SECTION EIGHT Webs Subjected t
- Page 717 and 718:
8.22 SECTION EIGHT 8.9 MAXIMUM FLAT
- Page 719 and 720:
8.24 SECTION EIGHT where P n � ul
- Page 721 and 722:
8.26 SECTION EIGHT weld quality. Me
- Page 723 and 724:
8.28 SECTION EIGHT other sheets of
- Page 725 and 726:
8.30 SECTION EIGHT may be used to c
- Page 727 and 728:
8.32 SECTION EIGHT TABLE 8.5 Design
- Page 729 and 730:
8.34 SECTION EIGHT TABLE 8.7 ASTM B
- Page 731 and 732:
8.36 SECTION EIGHT TABLE 8.9 Nomina
- Page 733 and 734:
8.38 SECTION EIGHT TABLE 8.11 Nomin
- Page 735 and 736:
8.40 SECTION EIGHT 8.19 SELF-TAPPIN
- Page 737 and 738:
8.42 SECTION EIGHT FIGURE 8.13 Roof
- Page 739 and 740:
8.44 TABLE 8.13 Allowable Total (De
- Page 741 and 742:
8.46 SECTION EIGHT Maximum Deflecti
- Page 743 and 744:
8.48 SECTION EIGHT TABLE 8.14 Fire
- Page 745 and 746:
8.50 SECTION EIGHT service outlets
- Page 747 and 748:
8.52 SECTION EIGHT K � pitch-dept
- Page 749 and 750:
8.54 SECTION EIGHT TABLE 8.15 Physi
- Page 751 and 752:
8.56 SECTION EIGHT Many preengineer
- Page 753 and 754:
8.58 SECTION EIGHT Construction (AI
- Page 755 and 756:
SECTION NINE CONCRETE CONSTRUCTION
- Page 757 and 758:
CONCRETE CONSTRUCTION 9.3 FIGURE 9.
- Page 759 and 760:
CONCRETE CONSTRUCTION 9.5 the owner
- Page 761 and 762:
CONCRETE CONSTRUCTION 9.7 proportio
- Page 763 and 764:
CONCRETE CONSTRUCTION 9.9 In additi
- Page 765 and 766:
CONCRETE CONSTRUCTION 9.11 entraini
- 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 and 798:
CONCRETE CONSTRUCTION 9.43 FIGURE 9
- Page 799 and 800:
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:
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 821 and 822:
CONCRETE CONSTRUCTION 9.67 FIGURE 9
- 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:
CONCRETE CONSTRUCTION 9.83 FIGURE 9
- Page 839 and 840:
CONCRETE CONSTRUCTION 9.85 Step 2.
- Page 841 and 842:
CONCRETE CONSTRUCTION 9.87 where
- Page 843 and 844:
CONCRETE CONSTRUCTION 9.89 FIGURE 9
- 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:
CONCRETE CONSTRUCTION 9.107 FIGURE
- Page 863 and 864:
CONCRETE CONSTRUCTION 9.109 2P u qs
- Page 865 and 866:
CONCRETE CONSTRUCTION 9.111 dicated
- Page 867 and 868:
CONCRETE CONSTRUCTION 9.113 FIGURE
- Page 869 and 870:
CONCRETE CONSTRUCTION 9.115 loads u
- Page 871 and 872:
CONCRETE CONSTRUCTION 9.117 C r �
- Page 873 and 874:
CONCRETE CONSTRUCTION 9.119 TABLE 9
- Page 875 and 876:
CONCRETE CONSTRUCTION 9.121 checked
- Page 877 and 878:
CONCRETE CONSTRUCTION 9.123 2. For
- Page 879 and 880:
CONCRETE CONSTRUCTION 9.125 FIGURE
- Page 881 and 882:
CONCRETE CONSTRUCTION 9.127 TABLE 9
- 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: CONCRETE CONSTRUCTION 9.141 TABLE 9
- 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: 10.36 SECTION TEN panels, primarily
- 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:
11.102 SECTION ELEVEN FIGURE 11.43
- Page 1107 and 1108:
11.104 SECTION ELEVEN FIGURE 11.47
- Page 1109 and 1110:
11.106 SECTION ELEVEN FIGURE 11.55
- Page 1111 and 1112:
11.108 SECTION ELEVEN FIGURE 11.59
- 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:
11.114 SECTION ELEVEN FIGURE 11.61
- Page 1119 and 1120:
11.116 SECTION ELEVEN FIGURE 11.63
- 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:
11.122 SECTION ELEVEN FIGURE 11.68
- 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:
11.140 SECTION ELEVEN FIGURE 11.84
- 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:
11.148 SECTION ELEVEN FIGURE 11.91
- Page 1153 and 1154:
11.150 SECTION ELEVEN p SPL � 20
- Page 1155 and 1156:
11.152 SECTION ELEVEN FIGURE 11.92
- 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:
HEATING, VENTILATION, AND AIR CONDI
- Page 1207 and 1208:
HEATING, VENTILATION, AND AIR CONDI
- Page 1209 and 1210:
13.2.3 Sensible Heat HEATING, VENTI
- Page 1211 and 1212:
HEATING, VENTILATION, AND AIR CONDI
- Page 1213 and 1214:
13.2.7 Enthalpy HEATING, VENTILATIO
- Page 1215 and 1216:
HEATING, VENTILATION, AND AIR CONDI
- Page 1217 and 1218:
HEATING, VENTILATION, AND AIR CONDI
- Page 1219 and 1220:
HEATING, VENTILATION, AND AIR CONDI
- Page 1221 and 1222:
HEATING, VENTILATION, AND AIR CONDI
- Page 1223 and 1224:
HEATING, VENTILATION, AND AIR CONDI
- Page 1225 and 1226:
HEATING, VENTILATION, AND AIR CONDI
- Page 1227 and 1228:
13.4 VENTILATION HEATING, VENTILATI
- Page 1229 and 1230:
HEATING, VENTILATION, AND AIR CONDI
- Page 1231 and 1232:
HEATING, VENTILATION, AND AIR CONDI
- Page 1233 and 1234:
HEATING, VENTILATION, AND AIR CONDI
- Page 1235 and 1236:
HEATING, VENTILATION, AND AIR CONDI
- Page 1237 and 1238:
HEATING, VENTILATION, AND AIR CONDI
- Page 1239 and 1240:
HEATING, VENTILATION, AND AIR CONDI
- Page 1241 and 1242:
HEATING, VENTILATION, AND AIR CONDI
- Page 1243 and 1244:
HEATING, VENTILATION, AND AIR CONDI
- Page 1245 and 1246:
13.11 WARM-AIR HEATING HEATING, VEN
- Page 1247 and 1248:
HEATING, VENTILATION, AND AIR CONDI
- Page 1249 and 1250:
HEATING, VENTILATION, AND AIR CONDI
- Page 1251 and 1252:
HEATING, VENTILATION, AND AIR CONDI
- Page 1253 and 1254:
HEATING, VENTILATION, AND AIR CONDI
- Page 1255 and 1256:
HEATING, VENTILATION, AND AIR CONDI
- Page 1257 and 1258:
HEATING, VENTILATION, AND AIR CONDI
- Page 1259 and 1260:
HEATING, VENTILATION, AND AIR CONDI
- Page 1261 and 1262:
HEATING, VENTILATION, AND AIR CONDI
- Page 1263 and 1264:
HEATING, VENTILATION, AND AIR CONDI
- Page 1265 and 1266:
HEATING, VENTILATION, AND AIR CONDI
- Page 1267 and 1268:
TABLE 13.15b First-Floor Office Loa
- Page 1269 and 1270:
HEATING, VENTILATION, AND AIR CONDI
- Page 1271 and 1272:
HEATING, VENTILATION, AND AIR CONDI
- Page 1273 and 1274:
HEATING, VENTILATION, AND AIR CONDI
- Page 1275 and 1276:
HEATING, VENTILATION, AND AIR CONDI
- Page 1277 and 1278:
HEATING, VENTILATION, AND AIR CONDI
- Page 1279 and 1280:
HEATING, VENTILATION, AND AIR CONDI
- Page 1281 and 1282:
HEATING, VENTILATION, AND AIR CONDI
- Page 1283 and 1284:
HEATING, VENTILATION, AND AIR CONDI
- Page 1285 and 1286:
13.32 AIR-WATER SYSTEMS HEATING, VE
- Page 1287 and 1288:
HEATING, VENTILATION, AND AIR CONDI
- Page 1289 and 1290:
HEATING, VENTILATION, AND AIR CONDI
- Page 1291 and 1292:
HEATING, VENTILATION, AND AIR CONDI
- Page 1293 and 1294:
HEATING, VENTILATION, AND AIR CONDI
- Page 1295 and 1296:
HEATING, VENTILATION, AND AIR CONDI
- 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
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14.24 SECTION FOURTEEN FIGURE 14.4
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14.26 SECTION FOURTEEN FIGURE 14.6
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TABLE 14.5 Allowances for Friction
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14.30 SECTION FOURTEEN 2. Indirect
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TABLE 14.6 Hot-Water Demand per Fix
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14.34 SECTION FOURTEEN Storm water
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14.36 SECTION FOURTEEN Size and slo
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14.38 SECTION FOURTEEN hub; threade
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14.40 SECTION FOURTEEN to the build
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14.42 SECTION FOURTEEN TABLE 14.9 S
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TABLE 14.12 Size and Length of Vent
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14.46 SECTION FOURTEEN To ensure th
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14.48 SECTION FOURTEEN FIGURE 14.12
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14.50 SECTION FOURTEEN Besides muni
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14.52 SECTION FOURTEEN Polyethylene
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14.54 SECTION FOURTEEN FIGURE 14.14
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14.56 SECTION FOURTEEN FIGURE 14.16
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14.58 SECTION FOURTEEN The indicati
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14.60 SECTION FOURTEEN 14.29.2 Spri
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14.62 SECTION FOURTEEN FIGURE 14.21
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14.64 SECTION FOURTEEN limiting dev
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SECTION FIFTEEN ELECTRICAL SYSTEMS
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ELECTRICAL SYSTEMS 15.3 Resistance
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15.3 ALTERNATING-CURRENT SYSTEMS EL
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ELECTRICAL SYSTEMS 15.7 The magneti
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ELECTRICAL SYSTEMS 15.9 E � IZ co
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ELECTRICAL SYSTEMS 15.11 FIGURE 15.
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ELECTRICAL SYSTEMS 15.13 keeping th
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ELECTRICAL SYSTEMS 15.15 erator. Op
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15.6.3 Types of Insulated Conductor
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FIGURE 15.6 Cellular steel decking
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15.21 FIGURE 15.7 Space beneath a r
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ELECTRICAL SYSTEMS 15.23 All the se
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ELECTRICAL SYSTEMS 15.25 clearly ma
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ELECTRICAL SYSTEMS 15.27 customer u
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ELECTRICAL SYSTEMS 15.29 control th
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TABLE 15.1 Electrical Symbols* (Con
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ELECTRICAL SYSTEMS 15.33 CADD can m
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R � resistance, �/mil-ft c.m.
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TABLE 15.2 Protection of Single-Pha
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15.39 Horsepower TABLE 15.3 Protect
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ELECTRICAL SYSTEMS 15.41 starting c
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ELECTRICAL SYSTEMS 15.43 FIGURE 15.
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ELECTRICAL SYSTEMS 15.45 2 Three 40
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ELECTRICAL SYSTEMS 15.47 case, the
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15.10.5 Equivalent Spherical Illumi
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ELECTRICAL SYSTEMS 15.51 See also A
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ELECTRICAL SYSTEMS 15.53 Increase i
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ELECTRICAL SYSTEMS 15.55 restaurant
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ELECTRICAL SYSTEMS 15.57 TABLE 15.7
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ELECTRICAL SYSTEMS 15.59 the result
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ELECTRICAL SYSTEMS 15.61 acteristic
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ELECTRICAL SYSTEMS 15.63 For contro
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15.65 TABLE 15.9 Comparison of Lamp
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ELECTRICAL SYSTEMS 15.67 FIGURE 15.
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ELECTRICAL SYSTEMS 15.69 Some lumin
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ELECTRICAL SYSTEMS 15.71 To adjust
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ELECTRICAL SYSTEMS 15.73 Similar co
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ELECTRICAL SYSTEMS 15.75 exchange (
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ELECTRICAL SYSTEMS 15.77 protection
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SECTION SIXTEEN VERTICAL CIRCULATIO
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VERTICAL CIRCULATION 16.3 ft 2 . Ra
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VERTICAL CIRCULATION 16.5 Facilitie
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16.3.3 Design Loads for Stairs VERT
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VERTICAL CIRCULATION 16.9 Stairs ou
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FIGURE 16.5 Reinforced concrete sta
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VERTICAL CIRCULATION 16.13 FIGURE 1
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VERTICAL CIRCULATION 16.15 most att
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VERTICAL CIRCULATION 16.17 FIGURE 1
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VERTICAL CIRCULATION 16.19 FIGURE 1
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VERTICAL CIRCULATION 16.21 Hoistway
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VERTICAL CIRCULATION 16.23 enclosur
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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
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VERTICAL CIRCULATION 16.31 car-spee
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VERTICAL CIRCULATION 16.33 Also, th
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VERTICAL CIRCULATION 16.35 An autom
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VERTICAL CIRCULATION 16.37 For long
- Page 1477 and 1478:
VERTICAL CIRCULATION 16.39 Another
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16.11.5 Professional-Building Eleva
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VERTICAL CIRCULATION 16.43 FIGURE 1
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VERTICAL CIRCULATION 16.45 horizont
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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
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17.6 SECTION SEVENTEEN 17.3 CONTRAC
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17.8 SECTION SEVENTEEN Private Cont
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17.10 SECTION SEVENTEEN FIGURE 17.2
- Page 1497 and 1498:
17.12 SECTION SEVENTEEN intend to a
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17.14 SECTION SEVENTEEN purposes. I
- Page 1501 and 1502:
17.16 SECTION SEVENTEEN 4. The CM a
- Page 1503 and 1504:
17.18 SECTION SEVENTEEN FIGURE 17.5
- Page 1505 and 1506:
17.20 SECTION SEVENTEEN FIGURE 17.6
- Page 1507 and 1508:
17.22 SECTION SEVENTEEN FIGURE 17.8
- Page 1509 and 1510:
17.24 SECTION SEVENTEEN Purchasing/
- Page 1511 and 1512:
17.26 SECTION SEVENTEEN FIGURE 17.1
- Page 1513 and 1514:
17.28 SECTION SEVENTEEN serving dec
- Page 1515 and 1516:
17.30 SECTION SEVENTEEN FIGURE 17.1
- Page 1517 and 1518:
17.32 SECTION SEVENTEEN FIGURE 17.1
- 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:
17.58 SECTION SEVENTEEN FIGURE 17.2
- Page 1545 and 1546:
17.60 FIGURE 17.23 Monthly cost rep
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17.62 SECTION SEVENTEEN this method
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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
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18.4 SECTION EIGHTEEN nized steel (
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18.6 SECTION EIGHTEEN building cons
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18.8 SECTION EIGHTEEN tenant’s re
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18.10 SECTION EIGHTEEN 18.3 COMMUNI
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18.12 SECTION EIGHTEEN FIGURE 18.4
- Page 1569 and 1570:
18.14 SECTION EIGHTEEN FIGURE 18.7
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18.16 SECTION EIGHTEEN FIGURE 18.10
- Page 1573 and 1574:
18.18 SECTION EIGHTEEN FIGURE 18.14
- Page 1575 and 1576:
18.20 SECTION EIGHTEEN FIGURE 18.17
- Page 1577 and 1578:
18.22 SECTION EIGHTEEN FIGURE 18.21
- 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
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19.10 SECTION NINETEEN FIGURE 19.1
- Page 1593 and 1594:
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
- 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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