Building Design and Construction Handbook - Merritt - Ventech!

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STRUCTURAL STEEL CONSTRUCTION 7.73 tioned such that the maximum web depth-thickness ratio h/t does not exceed h/t given by (7.32) or (7.33), whichever is applicable. If a/h � 1.5, If a/h � 1.5, h 2000 � (7.32) t �F yƒ h 14,000 � (7.33) t �F ( F � F ) yƒ yƒ r where a � clear distance between transverse stiffeners, in t � web thickness, in F yƒ � specified minimum yield stress of steel, ksi F r � compressive residual stress in flange � 16.5 ksi for plate girders Web stiffeners are frequently required to achieve an economical design. However, web stiffeners are not required if h/t � 260 and adequate shear strength is provided by the web. The criteria for the design of plate girders are given in the AISC LRFD Specification. Design Flexural Strength. The design flexural strength is �bMn, where �b � 0.90. If hc/t � 970 �F y, determine the nominal flexural strength as indicated in Art. 7.15, for either compact or noncompact shapes. If hc/t � 970 �F , Mn is governed y by the limit states of tension-flange yielding or compression-flange buckling. The design strength is the smaller of the values of �bMn for yielding of the tension flange, which is and for buckling of the compression flange, which is � M � 0.90S R RF (7.34) b n xt PG e yt � M � 0.90S R R F (7.35) b n xc PG e cr where RPG � plate-girder bending-strength reduction factor � 1 � 0.0005ar(hc/t � 970/ �Fcr) � 1.0 R e � hybrid girder factor � 1 � 0.1(1.3 � a r)(0.81 � m) � 1.0 � 1 for nonhybrid girders a r � ratio of web area to compression-flange area m � ratio of web yield stress to flange yield stress or to F cr F cr � critical compression-flange stress, ksi F yt � yield stress of tension flange, ksi S xt � section modulus, in 3 , with respect to the tension flange S xc � section modulus, in 3 , with respect to the compression flange The critical stress F cr is different for different limit states. Its value is computed from the values of parameters that depend on the type of limit state: plate girder coefficient C PG, slenderness parameter �, limiting slenderness parameter � p for a compact element, and limiting slenderness parameter �, for a noncompact element. Thus, F cr may be computed from one of Eqs. (7.34) to (7.36) for the limit states
7.74 SECTION SEVEN of lateral-torsional buckling and flange local buckling. The limit state of local buckling of web does not apply. F � F � � � (7.36) cr yƒ p � � �� 1 � � �p Fcr � CF b yƒ 1 � � Fyƒ �p � � � � r (7.37) 2 � � � r p 2 Fcr � C PG/� � � � r (7.38) where F yƒ � specified minimum flange yield stress, ksi C b � bending coefficient dependent on moment gradient � 1.75 � 1.05(M 1/M 2) � 0.3(M 1/M 2) 2 for lateral-torsional buckling � 1 for flange local buckling C PG � 286,000/C b for lateral torsional buckling � 11,200 for flange local buckling � � L b/r T for lateral-torsional buckling � b ƒ/2t ƒ for flange local buckling L b � laterally unbraced length of girder, in r T � radius of gyration, in, of compression flange plus one-sixth the web b ƒ � flange width, in t ƒ � flange thickness, in �p � 300/ �Fyƒ for lateral-torsional buckling � 65/ �Fyƒ for flange local buckling �r � 756/ �Fyƒ for lateral-torsional buckling � 150/ �Fyƒ for flange local buckling Design Shear Strength. This is given by � vV n, where � v � 0.90. With tensionfield action, in which the web is permitted to buckle due to diagonal compression and the web carries stresses in diagonal tension in the panels between vertical stiffeners, the design shear strength is larger than when such action is not permitted. Tension-field action is not allowed for end panels in nonhybrid plate girders, for all panels in hybrid girders and plate girders with tapered webs, and for panels in which the ratio of panel width to depth a/h exceeds 3.0 or [260(h/t)] 2 , where t is the web thickness. For these conditions, the design shear strength is given by � V � 0.90 � 0.6A F C � 0.54A F C (7.39) n n w yw v w yw v where A w � web area, in 2 F yw � specified web yield stress, ksi C v � ratio of critical web stress, in the linear buckling theory, to the shear yield stress of the web steel For tension-field action, the design shear strength depends on the ratio of panel width to depth a/h. Forh/t � 187�k/F , yw For h/t � 187�k/F , yw � V � 0.54A F (7.40) v n w yw
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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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Page 601 and 602: 7.40 SECTION SEVEN Resistance to la
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Page 605 and 606: 7.44 SECTION SEVEN filler blocks—
Page 607 and 608: 7.46 SECTION SEVEN TABLE 7.9 Handbo
Page 609 and 610: 7.48 SECTION SEVEN ing stress ƒ b
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Page 613 and 614: 7.52 SECTION SEVEN Constructions th
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Page 629 and 630: 7.68 SECTION SEVEN FIGURE 7.33 Plat
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Page 641 and 642: 7.80 SECTION SEVEN For expansion ro
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Page 645 and 646: 7.84 SECTION SEVEN Connector Detail
Page 647 and 648: 7.86 SECTION SEVEN prevent overstre
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Page 651 and 652: 7.90 SECTION SEVEN FIGURE 7.39 Stee
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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.
Page 759 and 760:
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
Page 767 and 768:
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
Page 785 and 786:
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
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9.44.2 Load Factors CONCRETE CONSTR
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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
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CONCRETE CONSTRUCTION 9.57 Where to
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CONCRETE CONSTRUCTION 9.59 9.49.2 D
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where � � 0.8 for bar sizes #3-
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CONCRETE CONSTRUCTION 9.63 TABLE 9.
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CONCRETE CONSTRUCTION 9.65 exceeds
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Page 823 and 824:
CONCRETE CONSTRUCTION 9.69 length r
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CONCRETE CONSTRUCTION 9.71 yield st
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CONCRETE CONSTRUCTION 9.73 where Mc
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ONE-WAY REINFORCED-CONCRETE SLABS C
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9.53 EMBEDDED PIPES IN ONE-WAY SLAB
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CONCRETE CONSTRUCTION 9.79 One-way
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CONCRETE CONSTRUCTION 9.81 Minimum
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CONCRETE CONSTRUCTION 9.85 Step 2.
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CONCRETE CONSTRUCTION 9.87 where
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Page 845 and 846:
TABLE 9.21 Commonly Used Sizes of T
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CONCRETE CONSTRUCTION 9.93 and the
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CONCRETE CONSTRUCTION 9.97 Need for
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CONCRETE CONSTRUCTION 9.99 tored sh
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CONCRETE CONSTRUCTION 9.101 TABLE 9
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CONCRETE CONSTRUCTION 9.103 If slen
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CONCRETE CONSTRUCTION 9.105 FIGURE
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CONCRETE CONSTRUCTION 9.109 2P u qs
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CONCRETE CONSTRUCTION 9.111 dicated
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CONCRETE CONSTRUCTION 9.115 loads u
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CONCRETE CONSTRUCTION 9.117 C r �
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CONCRETE CONSTRUCTION 9.121 checked
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CONCRETE CONSTRUCTION 9.123 2. For
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Page 881 and 882:
Page 883 and 884:
CONCRETE CONSTRUCTION 9.129 greates
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FIGURE 9.55 Reinforcement for deep
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CONCRETE CONSTRUCTION 9.133 � �
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FIGURE 9.58 Continuous cylindrical
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CONCRETE CONSTRUCTION 9.137 require
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CONCRETE CONSTRUCTION 9.139 crete s
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CONCRETE CONSTRUCTION 9.143 Forms r
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CONCRETE CONSTRUCTION 9.145 an uncr
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CONCRETE CONSTRUCTION 9.147 may be
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CONCRETE CONSTRUCTION 9.149 sions a
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CONCRETE CONSTRUCTION 9.151 Nonpres
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CONCRETE CONSTRUCTION 9.153 If the
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9.111 APPLICATION AND MEASUREMENT O
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10.2 TABLE 10.1 Shrinkage Values of
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10.4 SECTION TEN this structure, st
Page 915 and 916:
10.6 SECTION TEN Use standard detai
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TABLE 10.4 Weights and Specific Gra
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10.10 SECTION TEN 10.3 DESIGN VALUE
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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
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10.20 SECTION TEN good joint detail
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10.22 SECTION TEN direction, deflec
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10.24 SECTION TEN Deflection of woo
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10.26 SECTION TEN multiplied by app
Page 937 and 938:
10.28 SECTION TEN 10.8 WOOD COMPRES
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10.30 SECTION TEN smaller the slip
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10.32 SECTION TEN 2 FbE � KbEE�
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10.34 SECTION TEN A structural pane
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10.36 SECTION TEN panels, primarily
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10.38 SECTION TEN 10.12.5 Availabil
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10.40 SECTION TEN FIGURE 10.7 Subfl
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Panel siding Lap siding 10.42 TABLE
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10.44 SECTION TEN Building paper is
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10.46 TABLE 10.23 Maximum Shear, lb
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10.48 SECTION TEN FIGURE 10.10 Foun
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10.50 SECTION TEN TABLE 10.26 Minim
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10.52 TABLE 10.27 Maximum Shear, lb
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10.54 SECTION TEN 10.14.2 Wet-Servi
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10.56 SECTION TEN TABLE 10.30 Tempe
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10.58 SECTION TEN TABLE 10.32 Penet
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10.60 SECTION TEN FIGURE 10.12 Bolt
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10.62 SECTION TEN plates, embedded
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10.64 TABLE 10.37 Minimum Edge and
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10.66 SECTION TEN steel nails and s
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10.68 SECTION TEN FIGURE 10.15 Typi
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10.70 SECTION TEN Chord splices are
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10.72 SECTION TEN Horizontal framin
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10.74 SECTION TEN FIGURE 10.20 Crow
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10.76 SECTION TEN FIGURE 10.22 Typi
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10.78 SECTION TEN FIGURE 10.23 Plat
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10.80 SECTION TEN 10.26 PERMANENT W
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10.82 SECTION TEN Bearing values un
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10.84 SECTION TEN evacuation, fire
Page 995 and 996:
10.86 SECTION TEN End Cuts. Unless
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10.88 SECTION TEN dapping, or drill
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10.90 SECTION TEN Narrow boards may
Page 1001 and 1002:
10.92 SECTION TEN wood species do n
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10.94 SECTION TEN In addition to ex
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11.2 SECTION ELEVEN MASONRY WALLS M
Page 1007 and 1008:
11.4 SECTION ELEVEN FIGURE 11.1 Bri
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11.6 SECTION ELEVEN Design of load-
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11.8 SECTION ELEVEN For concrete bl
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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
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11.100 SECTION ELEVEN FIGURE 11.37
Page 1105 and 1106:
Page 1107 and 1108:
Page 1109 and 1110:
Page 1111 and 1112:
Page 1113 and 1114:
11.110 SECTION ELEVEN Hinge jambs o
Page 1115 and 1116:
11.112 SECTION ELEVEN Control of Ai
Page 1117 and 1118:
Page 1119 and 1120:
Page 1121 and 1122:
11.118 SECTION ELEVEN one rising up
Page 1123 and 1124:
11.120 SECTION ELEVEN 11.56 REVOLVI
Page 1125 and 1126:
Page 1127 and 1128:
11.124 SECTION ELEVEN doors and win
Page 1129 and 1130:
11.126 SECTION ELEVEN ANSI A156.4.
Page 1131 and 1132:
11.128 SECTION ELEVEN 2. Nonrising
Page 1133 and 1134:
11.130 SECTION ELEVEN it is importa
Page 1135 and 1136:
11.132 SECTION ELEVEN When floor-ty
Page 1137 and 1138:
11.134 SECTION ELEVEN that may be m
Page 1139 and 1140:
11.136 SECTION ELEVEN The security
Page 1141 and 1142:
11.138 SECTION ELEVEN Metal anchors
Page 1143 and 1144:
Page 1145 and 1146:
11.142 SECTION ELEVEN of the stud w
Page 1147 and 1148:
11.144 SECTION ELEVEN 11.74 BOLTS A
Page 1149 and 1150:
11.146 SECTION ELEVEN Velocity. Spe
Page 1151 and 1152:
Page 1153 and 1154:
11.150 SECTION ELEVEN p SPL � 20
Page 1155 and 1156:
Page 1157 and 1158:
11.154 SECTION ELEVEN Structural fl
Page 1159 and 1160:
11.156 SECTION ELEVEN 11.79.4 Dampi
Page 1161 and 1162:
11.158 SECTION ELEVEN binders or th
Page 1163 and 1164:
11.160 SECTION ELEVEN Reverberation
Page 1165 and 1166:
11.162 SECTION ELEVEN acoustical ce
Page 1167 and 1168:
11.164 SECTION ELEVEN As might be e
Page 1169 and 1170:
11.166 SECTION ELEVEN Acoustical Ab
Page 1171 and 1172:
11.168 SECTION ELEVEN TABLE 11.35 T
Page 1173 and 1174:
SECTION TWELVE ROOF SYSTEMS Dave Fl
Page 1175 and 1176:
ROOF SYSTEMS 12.3 vapor in the inte
Page 1177 and 1178:
ROOF SYSTEMS 12.5 it is the only ty
Page 1179 and 1180:
ROOF SYSTEMS 12.7 Bitumen may be as
Page 1181 and 1182:
ROOF SYSTEMS 12.9 FIGURE 12.4 Torch
Page 1183 and 1184:
FIGURE 12.5 (Continued ) ROOF SYSTE
Page 1185 and 1186:
FIGURE 12.7 Three-tab asphalt-shing
Page 1187 and 1188:
ROOF SYSTEMS 12.15 Metal roof panel
Page 1189 and 1190:
ROOF SYSTEMS 12.17 FIGURE 12.11 Woo
Page 1191 and 1192:
ROOF SYSTEMS 12.19 a system that is
Page 1193 and 1194:
12.14 EFFECTS OF WIND ON ROOFS ROOF
Page 1195 and 1196:
ROOF SYSTEMS 12.23 inspections and
Page 1197 and 1198:
American Society of Heating, Refrig
Page 1199 and 1200:
Roof Consultants Institute (RCI) 74
Page 1201 and 1202:
SECTION THIRTEEN HEATING, VENTILATI
Page 1203 and 1204:
HEATING, VENTILATION, AND AIR CONDI
Page 1205 and 1206:
Page 1207 and 1208:
Page 1209 and 1210:
13.2.3 Sensible Heat HEATING, VENTI
Page 1211 and 1212:
Page 1213 and 1214:
13.2.7 Enthalpy HEATING, VENTILATIO
Page 1215 and 1216:
Page 1217 and 1218:
Page 1219 and 1220:
Page 1221 and 1222:
Page 1223 and 1224:
Page 1225 and 1226:
Page 1227 and 1228:
13.4 VENTILATION HEATING, VENTILATI
Page 1229 and 1230:
Page 1231 and 1232:
Page 1233 and 1234:
Page 1235 and 1236:
Page 1237 and 1238:
Page 1239 and 1240:
Page 1241 and 1242:
Page 1243 and 1244:
Page 1245 and 1246:
13.11 WARM-AIR HEATING HEATING, VEN
Page 1247 and 1248:
Page 1249 and 1250:
Page 1251 and 1252:
Page 1253 and 1254:
Page 1255 and 1256:
Page 1257 and 1258:
Page 1259 and 1260:
Page 1261 and 1262:
Page 1263 and 1264:
Page 1265 and 1266:
Page 1267 and 1268:
TABLE 13.15b First-Floor Office Loa
Page 1269 and 1270:
Page 1271 and 1272:
Page 1273 and 1274:
Page 1275 and 1276:
Page 1277 and 1278:
Page 1279 and 1280:
Page 1281 and 1282:
Page 1283 and 1284:
Page 1285 and 1286:
13.32 AIR-WATER SYSTEMS HEATING, VE
Page 1287 and 1288:
Page 1289 and 1290:
Page 1291 and 1292:
Page 1293 and 1294:
Page 1295 and 1296:
Page 1297 and 1298:
14.2 SECTION FOURTEEN Code,’’ A
Page 1299 and 1300:
14.4 SECTION FOURTEEN Publishing Co
Page 1301 and 1302:
14.6 SECTION FOURTEEN detergents ar
Page 1303 and 1304:
14.8 SECTION FOURTEEN 14.6.1 Temper
Page 1305 and 1306:
14.10 SECTION FOURTEEN FIGURE 14.2
Page 1307 and 1308:
14.12 SECTION FOURTEEN 14.6.7 Valve
Page 1309 and 1310:
TABLE 14.2 Minimum Plumbing Fixture
Page 1311 and 1312:
TABLE 14.2 Minimum Plumbing Fixture
Page 1313 and 1314:
14.18 SECTION FOURTEEN of people ma
Page 1315 and 1316:
14.20 SECTION FOURTEEN TABLE 14.3 M
Page 1317 and 1318:
TABLE 14.4 Fixture Units and Trap a
Page 1319 and 1320:
Page 1321 and 1322:
Page 1323 and 1324:
TABLE 14.5 Allowances for Friction
Page 1325 and 1326:
14.30 SECTION FOURTEEN 2. Indirect
Page 1327 and 1328:
TABLE 14.6 Hot-Water Demand per Fix
Page 1329 and 1330:
14.34 SECTION FOURTEEN Storm water
Page 1331 and 1332:
14.36 SECTION FOURTEEN Size and slo
Page 1333 and 1334:
14.38 SECTION FOURTEEN hub; threade
Page 1335 and 1336:
14.40 SECTION FOURTEEN to the build
Page 1337 and 1338:
14.42 SECTION FOURTEEN TABLE 14.9 S
Page 1339 and 1340:
TABLE 14.12 Size and Length of Vent
Page 1341 and 1342:
14.46 SECTION FOURTEEN To ensure th
Page 1343 and 1344:
Page 1345 and 1346:
14.50 SECTION FOURTEEN Besides muni
Page 1347 and 1348:
14.52 SECTION FOURTEEN Polyethylene
Page 1349 and 1350:
Page 1351 and 1352:
Page 1353 and 1354:
14.58 SECTION FOURTEEN The indicati
Page 1355 and 1356:
14.60 SECTION FOURTEEN 14.29.2 Spri
Page 1357 and 1358:
Page 1359 and 1360:
14.64 SECTION FOURTEEN limiting dev
Page 1361 and 1362:
SECTION FIFTEEN ELECTRICAL SYSTEMS
Page 1363 and 1364:
ELECTRICAL SYSTEMS 15.3 Resistance
Page 1365 and 1366:
15.3 ALTERNATING-CURRENT SYSTEMS EL
Page 1367 and 1368:
ELECTRICAL SYSTEMS 15.7 The magneti
Page 1369 and 1370:
ELECTRICAL SYSTEMS 15.9 E � IZ co
Page 1371 and 1372:
ELECTRICAL SYSTEMS 15.11 FIGURE 15.
Page 1373 and 1374:
ELECTRICAL SYSTEMS 15.13 keeping th
Page 1375 and 1376:
ELECTRICAL SYSTEMS 15.15 erator. Op
Page 1377 and 1378:
15.6.3 Types of Insulated Conductor
Page 1379 and 1380:
FIGURE 15.6 Cellular steel decking
Page 1381 and 1382:
15.21 FIGURE 15.7 Space beneath a r
Page 1383 and 1384:
ELECTRICAL SYSTEMS 15.23 All the se
Page 1385 and 1386:
ELECTRICAL SYSTEMS 15.25 clearly ma
Page 1387 and 1388:
ELECTRICAL SYSTEMS 15.27 customer u
Page 1389 and 1390:
ELECTRICAL SYSTEMS 15.29 control th
Page 1391 and 1392:
TABLE 15.1 Electrical Symbols* (Con
Page 1393 and 1394:
ELECTRICAL SYSTEMS 15.33 CADD can m
Page 1395 and 1396:
R � resistance, �/mil-ft c.m.
Page 1397 and 1398:
TABLE 15.2 Protection of Single-Pha
Page 1399 and 1400:
15.39 Horsepower TABLE 15.3 Protect
Page 1401 and 1402:
ELECTRICAL SYSTEMS 15.41 starting c
Page 1403 and 1404:
Page 1405 and 1406:
ELECTRICAL SYSTEMS 15.45 2 Three 40
Page 1407 and 1408:
ELECTRICAL SYSTEMS 15.47 case, the
Page 1409 and 1410:
15.10.5 Equivalent Spherical Illumi
Page 1411 and 1412:
ELECTRICAL SYSTEMS 15.51 See also A
Page 1413 and 1414:
ELECTRICAL SYSTEMS 15.53 Increase i
Page 1415 and 1416:
ELECTRICAL SYSTEMS 15.55 restaurant
Page 1417 and 1418:
ELECTRICAL SYSTEMS 15.57 TABLE 15.7
Page 1419 and 1420:
ELECTRICAL SYSTEMS 15.59 the result
Page 1421 and 1422:
ELECTRICAL SYSTEMS 15.61 acteristic
Page 1423 and 1424:
ELECTRICAL SYSTEMS 15.63 For contro
Page 1425 and 1426:
15.65 TABLE 15.9 Comparison of Lamp
Page 1427 and 1428:
Page 1429 and 1430:
ELECTRICAL SYSTEMS 15.69 Some lumin
Page 1431 and 1432:
ELECTRICAL SYSTEMS 15.71 To adjust
Page 1433 and 1434:
ELECTRICAL SYSTEMS 15.73 Similar co
Page 1435 and 1436:
ELECTRICAL SYSTEMS 15.75 exchange (
Page 1437 and 1438:
ELECTRICAL SYSTEMS 15.77 protection
Page 1439 and 1440:
SECTION SIXTEEN VERTICAL CIRCULATIO
Page 1441 and 1442:
VERTICAL CIRCULATION 16.3 ft 2 . Ra
Page 1443 and 1444:
VERTICAL CIRCULATION 16.5 Facilitie
Page 1445 and 1446:
16.3.3 Design Loads for Stairs VERT
Page 1447 and 1448:
VERTICAL CIRCULATION 16.9 Stairs ou
Page 1449 and 1450:
FIGURE 16.5 Reinforced concrete sta
Page 1451 and 1452:
VERTICAL CIRCULATION 16.13 FIGURE 1
Page 1453 and 1454:
VERTICAL CIRCULATION 16.15 most att
Page 1455 and 1456:
Page 1457 and 1458:
Page 1459 and 1460:
VERTICAL CIRCULATION 16.21 Hoistway
Page 1461 and 1462:
VERTICAL CIRCULATION 16.23 enclosur
Page 1463 and 1464:
VERTICAL CIRCULATION 16.25 horizont
Page 1465 and 1466:
VERTICAL CIRCULATION 16.27 car is r
Page 1467 and 1468:
VERTICAL CIRCULATION 16.29 and lowe
Page 1469 and 1470:
VERTICAL CIRCULATION 16.31 car-spee
Page 1471 and 1472:
VERTICAL CIRCULATION 16.33 Also, th
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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
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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
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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
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18.24 SECTION EIGHTEEN a 120/240 V,
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18.26 SECTION EIGHTEEN 18.9 LINKS A
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19.2 SECTION NINETEEN the course of
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19.4 SECTION NINETEEN Fixed-Price E
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19.6 SECTION NINETEEN differs from
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19.8 SECTION NINETEEN 19.4 ESTIMATI
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19.10 SECTION NINETEEN FIGURE 19.1
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TABLE 19.2 Equipment Ownership and
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19.14 SECTION NINETEEN 2. By time c
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APPENDIX FACTORS FOR CONVERSION TO
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TABLE A.3 Derived SI Units with Spe
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TABLE A.4 Some Common Derived Units
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APPENDIX A.7 mass. In such cases, t
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TABLE A.6 Factors for Conversion to
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APPENDIX A.11 TABLE A.6 Factors for
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APPENDIX A.13 TABLE A.6 Factors for
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Index Terms Links Aggregates: cont.
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Index Terms Links Aluminum: alloys
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Index Terms Links ASD 7.44 (See als
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Index Terms Links Beams: cont. flex
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Index Terms Links Bids: cont. mater
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Index Terms Links Bracing: of beams
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Index Terms Links Building codes (s
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Index Terms Links Cable-supported s
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Index Terms Links Coatings: bibliog
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Index Terms Links Columns: stress-s
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Index Terms Links Concrete: cont. f
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Index Terms Links Concrete admixtur
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Index Terms Links Concrete floors:
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Index Terms Links Connections: cont
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Index Terms Links Construction cont
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Index Terms Links Contractors, home
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Index Terms Links Cost estimates: c
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Index Terms Links Derricks 7.117 De
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Index Terms Links Drinking fountain
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Index Terms Links Electrical circui
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Index Terms Links Elevators: cont.
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Index Terms Links Emergency egress
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Index Terms Links Fire: cont. elect
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Index Terms Links Floor fill 5.5 Fl
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Index Terms Links Foundations: basi
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Index Terms Links Furring 11.49 11.
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Index Terms Links Gypsumboard: cont
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Index Terms Links Heat: balancing o
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Index Terms Links HVAC: computerize
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Index Terms Links Jambs: door 11.11
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Index Terms Links Lighting: brightn
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Index Terms Links Louvers 13.5 Lrfd
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Index Terms Links Luminaires: candl
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Index Terms Links Matrices: advanta
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Index Terms Links Nominal scale 1.2
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Index Terms Links Pipe: corrosion p
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Index Terms Links Plastics: cont. p
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Index Terms Links Plywood: cont. st
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Index Terms Links Reactors, current
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Index Terms Links Roofing: cont. wa
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Shear: in beams: Index Terms Links
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Index Terms Links Sills: door 11.11
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Index Terms Links Soils: cont. with
Page 1697 and 1698:
Index Terms Links Spikes 10.54 10.5
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Index Terms Links Steel beams: cont
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Index Terms Links Steel reinforceme
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Index Terms Links Storm water: disp
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Index Terms Links Structural steels
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Index Terms Links Subsurface explor
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Index Terms Links Systems design: c
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Index Terms Links Treads 16.6 16.7
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Index Terms Links Vibrations: cont.
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Index Terms Links Walls: cont. sand
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Index Terms Links Welding: cont. st
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Index Terms Links Windows: cont. st
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Index Terms Links Wood joists 5.4 1
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