Building Design and Construction Handbook - Merritt - Ventech!

More documents

Recommendations

Info

TABLE 5.9 Design Coefficients and Factors for Basic Seismic-Force-Resisting Systems 5.164 Basic seismic-force-resisting system Response modification coefficient, R System overstrength factor, � o Bearing wall systems Deflection amplification factor, C d System limitations and building height limitations (ft) by seismic design category A and B C D E F Ordinary steel braced frames 4 2 3 1 ⁄2 NL NL 160 160 160 Special reinforced concrete shear walls 5 1 ⁄2 2 1 ⁄2 5 NL NL 160 160 100 Ordinary reinforced concrete shear walls 4 1 ⁄2 2 1 ⁄2 4 NL NL NP NP NP Detailed plain concrete shear walls 2 1 ⁄2 2 1 ⁄2 4 NL NL NP NP NP Ordinary plain concrete shear walls 1 1 ⁄2 2 1 ⁄2 1 1 ⁄2 NL NP NP NP NP Special reinforced masonry shear walls 4 2 1 ⁄2 3 1 ⁄2 NL NL 160 160 100 Intermediate reinforced masonry shear walls 3 1 ⁄2 2 1 ⁄2 3 NL NL NP NP NP Ordinary reinforced masonry shear walls 2 2 1 ⁄2 1 3 ⁄4 NL 160 NP NP NP Detailed plain masonry shear walls 2 2 1 ⁄2 1 3 ⁄4 NL 160 NP NP NP Ordinary plain masonry shear walls 1 1 ⁄2 2 1 ⁄2 1 1 ⁄4 NL NP NP NP NP Light frame walls with shear panels, Wood Structural Panels 6 1 ⁄2 3 4 NL NL 160 160 100 Light frame walls with shear panels—Gypsum Board 2 2 1 ⁄2 2 NL NL 35 NP NP Steel eccentrically braced frames, nonmoment resisting, connections at columns away from links Building frame systems 7 2 4 NL NL 160 160 100 Special steel concentrically braced frames 6 2 1 ⁄2 5 NL NL 160 160 100 Ordinary steel concentrically braced frames 5 2 4 1 ⁄2 NL NL 160 100 100 Special reinforced concrete shear walls 6 2 1 ⁄2 5 NL NL 160 160 100
TABLE 5.9 Design Coefficients and Factors for Basic Seismic-Force-Resisting Systems (Continued) 5.165 Basic seismic-force-resisting system Response modification coefficient, R System overstrength factor, � o Bearing wall systems Deflection amplification factor, C d System limitations and building height limitations (ft) by seismic design category A and B C D E F Ordinary reinforced concrete shear walls 5 2 1 ⁄2 4 1 ⁄2 NL NL NP NP NP Detailed plain concrete shear walls 3 2 1 ⁄2 2 1 ⁄2 NL NL NP NP NP Ordinary plain concrete shear walls 2 2 1 ⁄2 2 NL NP NP NP NP Composite eccentrically braced frames 8 2 4 NL NL 160 160 100 Composite concentrically braced frames 5 2 4 1 ⁄2 NL NL 160 160 100 Ordinary composite braced frames 3 2 3 NL NL NP NP NP Composite steel plate shear walls 6 1 ⁄2 2 1 ⁄2 5 1 ⁄2 NL NL 160 160 100 Special composite reinforced concrete shear walls with steel elements Ordinary composite reinforced concrete shear walls with steel elements 6 2 1 ⁄2 5 NL NL 160 160 100 5 2 1 ⁄2 4 1 ⁄2 NL NL NP NP NP Special reinforced masonry shear walls 5 2 1 ⁄2 4 NL NL 160 160 100 Intermediate reinforced masonry shear walls 4 1 ⁄2 2 1 ⁄2 4 NL NL 160 160 100 Ordinary reinforced masonry shear walls 2 1 ⁄2 2 1 ⁄2 2 1 ⁄4 NL 160 NP NP NP Detailed plain masonry shear walls 2 1 ⁄2 2 1 ⁄2 2 1 ⁄4 NL 160 NP NP NP Ordinary plain masonry shear walls 1 1 ⁄2 2 1 ⁄2 1 1 ⁄4 NL NP NP NP NP Light frame walls with shear panels 7 2 1 ⁄2 4 1 ⁄2 NL NL 160 160 160
Page 1 and 2:
BUILDING DESIGN AND CONSTRUCTION HA
Page 3 and 4:
CONTRIBUTORS David J. Akers Civil E
Page 5 and 6:
ABOUT THE EDITORS Frederick S. Merr
Page 7 and 8:
Contributors xxi Preface xxiii CONT
Page 9 and 10:
GYPSUM PRODUCTS 4.26 Gypsumboard /
Page 11 and 12:
CONTENTS ix Section 6 Soil Mechanic
Page 13 and 14:
CONTENTS xi 8.22 Cellular Steel Flo
Page 15 and 16:
CONTENTS xiii 9.80 Pile Foundations
Page 17 and 18:
CONTENTS xv CERAMIC-TILE CONSTRUCTI
Page 19 and 20:
13.14 Unit Heaters / 13.56 13.15 Ra
Page 21 and 22:
CONTENTS xix Section 17 Constructio
Page 23 and 24:
1.2 SECTION ONE Building design is
Page 25 and 26:
1.4 SECTION ONE and performance of
Page 27 and 28:
1.6 SECTION ONE building designers,
Page 29 and 30:
1.8 SECTION ONE 1.5 ROLE OF THE CLI
Page 31 and 32:
1.10 SECTION ONE other component is
Page 33 and 34:
1.12 SECTION ONE FIGURE 1.3 Structu
Page 35 and 36:
1.14 SECTION ONE 1.4g). Figure 1.4h
Page 37 and 38:
1.16 SECTION ONE (a) FIGURE 1.6 Exa
Page 39 and 40:
1.18 SECTION ONE transmit to suppor
Page 41 and 42:
1.20 SECTION ONE Daylight is the so
Page 43 and 44:
1.22 SECTION ONE vators may be prog
Page 45 and 46:
1.24 SECTION ONE system may be more
Page 47 and 48:
1.26 SECTION ONE after a specific n
Page 49 and 50:
1.28 SECTION ONE all the necessary
Page 51 and 52:
1.30 SECTION ONE 4. Employ techniqu
Page 53 and 54:
1.32 SECTION ONE In listing objecti
Page 55 and 56:
1.34 SECTION ONE Variables represen
Page 57 and 58:
1.36 SECTION ONE Design of the foot
Page 59 and 60:
1.38 SECTION ONE with noncombustibl
Page 61 and 62:
1.40 SECTION ONE permits the buildi
Page 63 and 64:
1.42 SECTION ONE Systems design sho
Page 65 and 66:
2.2 SECTION TWO 2.1 PROFESSIONAL AN
Page 67 and 68:
2.4 SECTION TWO quality systems, mo
Page 69 and 70:
2.6 SECTION TWO neering firm. The p
Page 71 and 72:
2.8 SECTION TWO For projects where
Page 73 and 74:
2.10 SECTION TWO permits clients to
Page 75 and 76:
2.12 SECTION TWO 2.9 ACCELERATED DE
Page 77 and 78:
2.14 SECTION TWO the architect’s
Page 79 and 80:
2.16 SECTION TWO centers, and indoo
Page 81 and 82:
2.18 SECTION TWO 2.16 COST ESTIMATI
Page 83 and 84:
2.20 SECTION TWO 9. Finishes 10. Sp
Page 85 and 86:
2.22 SECTION TWO stitute format (Ar
Page 87 and 88:
2.24 SECTION TWO 2.20 BIDDING AND C
Page 89 and 90:
2.26 SECTION TWO 2.23 ROLE OF ARCHI
Page 91 and 92:
2.28 SECTION TWO proposed by the co
Page 93 and 94:
2.30 SECTION TWO client, building e
Page 95 and 96:
2.32 SECTION TWO place. It is the p
Page 97 and 98:
3.2 SECTION THREE tall and narrow,
Page 99 and 100:
3.4 SECTION THREE it is known for a
Page 101 and 102:
3.6 SECTION THREE ing damage by win
Page 103 and 104:
3.8 SECTION THREE large that the st
Page 105 and 106:
3.10 SECTION THREE forces. Generall
Page 107 and 108:
3.12 SECTION THREE directions, both
Page 109 and 110:
3.14 SECTION THREE mic loads, on th
Page 111 and 112:
3.16 SECTION THREE be protected wit
Page 113 and 114:
3.18 SECTION THREE The primary drai
Page 115 and 116:
3.20 SECTION THREE should preferabl
Page 117 and 118:
3.22 SECTION THREE where the walls
Page 119 and 120:
3.24 SECTION THREE If the concrete
Page 121 and 122:
3.26 SECTION THREE Factory-made por
Page 123 and 124:
3.28 SECTION THREE and aqueous disp
Page 125 and 126:
3.30 SECTION THREE community. In th
Page 127 and 128:
3.32 SECTION THREE FIGURE 3.9 Time-
Page 129 and 130:
3.34 SECTION THREE (‘‘Life Safe
Page 131 and 132:
3.36 SECTION THREE For Class C fire
Page 133 and 134:
3.38 SECTION THREE Hazard to person
Page 135 and 136:
3.40 SECTION THREE Photoelectric De
Page 137 and 138:
3.42 SECTION THREE High-Rise Buildi
Page 139 and 140:
3.44 SECTION THREE Interior stairs
Page 141 and 142:
3.46 SECTION THREE TABLE 3.6 Typica
Page 143 and 144:
3.48 SECTION THREE necessary superv
Page 145 and 146:
3.50 SECTION THREE The key element
Page 147 and 148:
3.52 SECTION THREE 1. Detect a brea
Page 149 and 150:
4.2 SECTION FOUR Limes, wherein the
Page 151 and 152:
4.4 SECTION FOUR TABLE 4.1 Chemical
Page 153 and 154:
4.6 SECTION FOUR TABLE 4.3 Relative
Page 155 and 156:
4.8 SECTION FOUR Plasticity of mort
Page 157 and 158:
4.10 SECTION FOUR Fly ashes are pro
Page 159 and 160:
4.12 SECTION FOUR National Stone As
Page 161 and 162:
4.14 SECTION FOUR 4.11.9 Volume Sta
Page 163 and 164:
4.16 SECTION FOUR with less cement
Page 165 and 166:
4.18 SECTION FOUR of color requires
Page 167 and 168:
4.20 SECTION FOUR sometimes encount
Page 169 and 170:
4.22 SECTION FOUR 4.17.1 Normal-Wei
Page 171 and 172:
4.24 SECTION FOUR weights range fro
Page 173 and 174:
4.26 SECTION FOUR TABLE 4.6 High-Pe
Page 175 and 176:
4.28 SECTION FOUR of 4 � 8 � 16
Page 177 and 178:
4.30 SECTION FOUR TABLE 4.8 Physica
Page 179 and 180:
4.32 SECTION FOUR 4.22 CERAMIC TILE
Page 181 and 182:
4.34 SECTION FOUR No. 305, Vol. 20,
Page 183 and 184:
4.36 SECTION FOUR Gypsum Wallboard.
Page 185 and 186:
4.38 SECTION FOUR two thicknesses
Page 187 and 188:
4.40 SECTION FOUR Transparent Mirro
Page 189 and 190:
TABLE 4.14 Strength of Some Commerc
Page 191 and 192:
4.44 SECTION FOUR as longitudinal,
Page 193 and 194:
4.46 SECTION FOUR it is usually at
Page 195 and 196:
4.48 SECTION FOUR ified or of given
Page 197 and 198:
4.50 SECTION FOUR pumped in under p
Page 199 and 200:
4.52 SECTION FOUR both faces, excep
Page 201 and 202:
TABLE 4.16 ASTM Requirements for St
Page 203 and 204:
4.56 SECTION FOUR Above 2.0% carbon
Page 205 and 206:
4.58 SECTION FOUR High-strength, lo
Page 207 and 208:
4.60 SECTION FOUR element is strain
Page 209 and 210:
4.62 SECTION FOUR is usually heated
Page 211 and 212:
TABLE 4.19 Effects of Alloying Elem
Page 213 and 214:
TABLE 4.19 Effects of Alloying Elem
Page 215 and 216:
4.68 SECTION FOUR strength of 75 ks
Page 217 and 218:
4.70 SECTION FOUR for preventing di
Page 219 and 220:
4.72 SECTION FOUR Semikilled steel
Page 221 and 222:
4.74 SECTION FOUR 4.49 CORROSION OF
Page 223 and 224:
4.76 SECTION FOUR alloys to indicat
Page 225 and 226:
4.78 SECTION FOUR TABLE 4.22 Finish
Page 227 and 228:
4.80 SECTION FOUR other metals, the
Page 229 and 230:
4.82 SECTION FOUR trical sockets, d
Page 231 and 232:
4.84 SECTION FOUR with good corrosi
Page 233 and 234:
4.86 SECTION FOUR in resisting oxid
Page 235 and 236:
4.88 SECTION FOUR into desired shap
Page 237 and 238:
4.90 SECTION FOUR other thermosetti
Page 239 and 240:
4.92 SECTION FOUR Nylon. Molded nyl
Page 241 and 242:
4.94 SECTION FOUR These materials m
Page 243 and 244:
4.96 SECTION FOUR indoor and outdoo
Page 245 and 246:
4.98 SECTION FOUR 4.81.1 Built-Up R
Page 247 and 248:
4.100 SECTION FOUR other because of
Page 249 and 250:
4.102 SECTION FOUR PAINTS AND OTHER
Page 251 and 252:
4.104 SECTION FOUR Titanium dioxide
Page 253 and 254:
SECTION FIVE STRUCTURAL THEORY Akba
Page 255 and 256:
STRUCTURAL THEORY 5.3 Torsional loa
Page 257 and 258:
TABLE 5.1 Minimum Design Dead Loads
Page 259 and 260:
TABLE 5.2 Minimum Design Live Loads
Page 261 and 262:
STRUCTURAL THEORY 5.9 L � 20R R
Page 263 and 264:
STRUCTURAL THEORY 5.11 Wind pressur
Page 265 and 266:
STRUCTURAL THEORY 5.13 In ASCE-7-95
Page 267 and 268:
STRUCTURAL THEORY 5.15 loaded with
Page 269 and 270:
STRUCTURAL THEORY 5.17 Building cod
Page 271 and 272:
STRUCTURAL THEORY 5.19 Suppose, for
Page 273 and 274:
STRUCTURAL THEORY 5.21 Since for th
Page 275 and 276:
STRUCTURAL THEORY 5.23 Since AL is
Page 277 and 278:
FIGURE 5.7 Normal and shear stresse
Page 279 and 280:
FIGURE 5.9 Mohr’s circle for stre
Page 281 and 282:
STRUCTURAL THEORY 5.29 Circular Sec
Page 283 and 284:
STRUCTURAL THEORY 5.31 FIGURE 5.11
Page 285 and 286:
Page 287 and 288:
STRUCTURAL THEORY 5.35 The bending
Page 289 and 290:
Page 291 and 292:
FIGURE 5.25 Unit stresses on a beam
Page 293 and 294:
STRUCTURAL THEORY 5.41 of Mohr’s
Page 295 and 296:
STRUCTURAL THEORY 5.43 The tangenti
Page 297 and 298:
Page 299 and 300:
FIGURE 5.32 Concentrated load at an
Page 301 and 302:
Page 303 and 304:
Page 305 and 306:
Page 307 and 308:
STRUCTURAL THEORY 5.55 I�R yo �
Page 309 and 310:
STRUCTURAL THEORY 5.57 where ƒr
Page 311 and 312:
STRUCTURAL THEORY 5.59 This assumes
Page 313 and 314:
STRUCTURAL THEORY 5.61 column curve
Page 315 and 316:
STRUCTURAL THEORY 5.63 force beginn
Page 317 and 318:
Page 319 and 320:
STRUCTURAL THEORY 5.67 On the other
Page 321 and 322:
FIGURE 5.50 Statically indeterminat
Page 323 and 324:
FIGURE 5.51 Dummy unit-load method
Page 325 and 326:
Page 327 and 328:
STRUCTURAL THEORY 5.75 principle st
Page 329 and 330:
STRUCTURAL THEORY 5.77 AX � B, wh
Page 331 and 332:
Page 333 and 334:
STRUCTURAL THEORY 5.81 L �L �
Page 335 and 336:
STRUCTURAL THEORY 5.83 3EI K � (5
Page 337 and 338:
FIGURE 5.66 Moments for concentrate
Page 339 and 340:
Page 341 and 342:
STRUCTURAL THEORY 5.89 � � 4EI
Page 343 and 344:
STRUCTURAL THEORY 5.91 end moments
Page 345 and 346:
STRUCTURAL THEORY 5.93 At A, for wh
Page 347 and 348:
STRUCTURAL THEORY 5.95 the columns
Page 349 and 350:
STRUCTURAL THEORY 5.97 5.11.10 Rapi
Page 351 and 352:
STRUCTURAL THEORY 5.99 Similarly, a
Page 353 and 354:
STRUCTURAL THEORY 5.101 ported beam
Page 355 and 356:
Page 357 and 358:
STRUCTURAL THEORY 5.105 Wall A: 6.6
Page 359 and 360:
STRUCTURAL THEORY 5.107 designed wi
Page 361 and 362:
STRUCTURAL THEORY 5.109 1 � �
Page 363 and 364:
STRUCTURAL THEORY 5.111 a thin plat
Page 365 and 366: STRUCTURAL THEORY 5.113 independent
Page 367 and 368: STRUCTURAL THEORY 5.115 k1 0 ... 0
Page 369 and 370: 5.14.2 Two-Hinged Arches FIGURE 5.9
Page 371 and 372: STRUCTURAL THEORY 5.119 forces acti
Page 373 and 374: STRUCTURAL THEORY 5.121 FIGURE 5.97
Page 375 and 376: STRUCTURAL THEORY 5.123 � � 2 V
Page 379 and 380: STRUCTURAL THEORY 5.127 E 166.7h m
Page 381 and 382: STRUCTURAL THEORY 5.129 roof girder
Page 383 and 384: STRUCTURAL THEORY 5.131 H q o �1
Page 385 and 386: STRUCTURAL THEORY 5.133 wl o TL �
Page 387 and 388: 5.16.2 Cable Systems STRUCTURAL THE
Page 389 and 390: STRUCTURAL THEORY 5.137 natural fre
Page 393 and 394: STRUCTURAL THEORY 5.141 methods tha
Page 395 and 396: STRUCTURAL THEORY 5.143 load that p
Page 397 and 398: � W 1 2 STRUCTURAL THEORY 5.145 k
Page 399 and 400: STRUCTURAL THEORY 5.147 mass has an
Page 401 and 402: STRUCTURAL THEORY 5.149 An approxim
Page 403 and 404: For smaller values of �, it is gi
Page 405 and 406: STRUCTURAL THEORY 5.153 k � sprin
Page 409 and 410: STRUCTURAL THEORY 5.157 New York; N
Page 411 and 412: STRUCTURAL THEORY 5.159 Eq. (5.289)
Page 413 and 414: STRUCTURAL THEORY 5.161 equivalent
Page 415: STRUCTURAL THEORY 5.163 R in Table
Page 419 and 420: TABLE 5.9 Design Coefficients and F
Page 421 and 422: STRUCTURAL THEORY 5.169 TABLE 5.10
Page 423 and 424: TABLE 5.13 Vertical Structural Irre
Page 427 and 428: STRUCTURAL THEORY 5.175 • S a sha
Page 429 and 430: STRUCTURAL THEORY 5.177 where C T
Page 431 and 432: STRUCTURAL THEORY 5.179 • 1.0 for
Page 433 and 434: where r � max STRUCTURAL THEORY 5
Page 435 and 436: STRUCTURAL THEORY 5.183 0.3S DSI pW
Page 441 and 442: SECTION SIX SOIL MECHANICS AND FOUN
Page 443 and 444: SOIL MECHANICS AND FOUNDATIONS 6.3
Page 445 and 446: TABLE 6.2 Common Types of Foundatio
Page 447 and 448: TABLE 6.3 Boring, Core Drilling, Sa
Page 467 and 468:
SOIL MECHANICS AND FOUNDATIONS 6.27
Page 469 and 470:
TABLE 6.7 Mass and Volume Relations
Page 471 and 472:
TABLE 6.8 Unified Soil Classificati
Page 473 and 474:
FIGURE 6.9 Plasticity chart. SOIL M
Page 475 and 476:
Notes: 1. Classification Procedure:
Page 477 and 478:
6.37 TABLE 6.10 Soil Classification
Page 479 and 480:
Page 481 and 482:
Page 483 and 484:
Page 485 and 486:
Page 487 and 488:
Page 489 and 490:
Page 491 and 492:
Page 493 and 494:
Page 495 and 496:
Page 497 and 498:
Page 499 and 500:
Page 501 and 502:
Page 503 and 504:
Page 505 and 506:
Page 507 and 508:
Page 509 and 510:
Page 511 and 512:
Page 513 and 514:
Page 515 and 516:
Page 517 and 518:
Page 519 and 520:
Page 521 and 522:
Page 523 and 524:
Page 525 and 526:
Page 527 and 528:
Page 529 and 530:
Page 531 and 532:
Page 533 and 534:
TABLE 6.15 Typical Pile Characteris
Page 535 and 536:
TABLE 6.15 Typical Pile Characteris
Page 537 and 538:
Page 539 and 540:
Page 541 and 542:
Page 543 and 544:
Page 545 and 546:
Page 547 and 548:
TABLE 6.20 Characterics of Compacte
Page 549 and 550:
Page 551 and 552:
TABLE 6.21 Site Improvement Methods
Page 553 and 554:
TABLE 6.21 Site Improvement Methods
Page 555 and 556:
6.11 GEOSYNTHETICS SOIL MECHANICS A
Page 557 and 558:
Page 559 and 560:
Page 561 and 562:
Page 563 and 564:
7.2 SECTION SEVEN by the fabricator
Page 565 and 566:
7.4 SECTION SEVEN 7.2.1 Grades of S
Page 567 and 568:
7.6 SECTION SEVEN recommended stand
Page 569 and 570:
7.8 SECTION SEVEN 7.3 FASTENERS Two
Page 571 and 572:
7.10 SECTION SEVEN TABLE 7.5 Washer
Page 573 and 574:
7.12 SECTION SEVEN riveting gun, en
Page 575 and 576:
7.14 SECTION SEVEN TABLE 7.7 Minimu
Page 577 and 578:
7.16 SECTION SEVEN FIGURE 7.5 Symbo
Page 579 and 580:
7.18 SECTION SEVEN owner, design pr
Page 581 and 582:
7.20 SECTION SEVEN FIGURE 7.7 Wall-
Page 583 and 584:
7.22 SECTION SEVEN than all forms o
Page 585 and 586:
7.24 SECTION SEVEN FIGURE 7.11 Type
Page 587 and 588:
7.26 SECTION SEVEN to carry little
Page 589 and 590:
7.28 SECTION SEVEN FIGURE 7.14 Stee
Page 591 and 592:
7.30 SECTION SEVEN Composite constr
Page 593 and 594:
7.32 SECTION SEVEN Moment-Resisting
Page 595 and 596:
7.34 SECTION SEVEN walls; neverthel
Page 597 and 598:
7.36 SECTION SEVEN ities, size, spa
Page 599 and 600:
7.38 SECTION SEVEN answer requires
Page 601 and 602:
7.40 SECTION SEVEN Resistance to la
Page 603 and 604:
7.42 SECTION SEVEN Temporary covera
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
Page 611 and 612:
7.50 SECTION SEVEN TABLE 7.11 Tensi
Page 613 and 614:
7.52 SECTION SEVEN Constructions th
Page 615 and 616:
FIGURE 7.29 Maximum width-thickness
Page 617 and 618:
7.56 SECTION SEVEN unimportance of
Page 619 and 620:
7.58 SECTION SEVEN FIGURE 7.30 Requ
Page 621 and 622:
7.60 SECTION SEVEN Compactness Requ
Page 623 and 624:
7.62 SECTION SEVEN TABLE 7.14 Allow
Page 625 and 626:
7.64 SECTION SEVEN TABLE 7.16 Limit
Page 627 and 628:
7.66 SECTION SEVEN 2 Mcr � C b (
Page 629 and 630:
7.68 SECTION SEVEN FIGURE 7.33 Plat
Page 631 and 632:
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:
Page 677 and 678:
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:
Page 809 and 810:
9.48 TORSION IN REINFORCED CONCRETE
Page 811 and 812:
CONCRETE CONSTRUCTION 9.57 Where to
Page 813 and 814:
CONCRETE CONSTRUCTION 9.59 9.49.2 D
Page 815 and 816:
where � � 0.8 for bar sizes #3-
Page 817 and 818:
CONCRETE CONSTRUCTION 9.63 TABLE 9.
Page 819 and 820:
CONCRETE CONSTRUCTION 9.65 exceeds
Page 821 and 822:
Page 823 and 824:
CONCRETE CONSTRUCTION 9.69 length r
Page 825 and 826:
CONCRETE CONSTRUCTION 9.71 yield st
Page 827 and 828:
CONCRETE CONSTRUCTION 9.73 where Mc
Page 829 and 830:
ONE-WAY REINFORCED-CONCRETE SLABS C
Page 831 and 832:
9.53 EMBEDDED PIPES IN ONE-WAY SLAB
Page 833 and 834:
CONCRETE CONSTRUCTION 9.79 One-way
Page 835 and 836:
CONCRETE CONSTRUCTION 9.81 Minimum
Page 837 and 838:
Page 839 and 840:
CONCRETE CONSTRUCTION 9.85 Step 2.
Page 841 and 842:
CONCRETE CONSTRUCTION 9.87 where
Page 843 and 844:
Page 845 and 846:
TABLE 9.21 Commonly Used Sizes of T
Page 847 and 848:
CONCRETE CONSTRUCTION 9.93 and the
Page 849 and 850:
Page 851 and 852:
CONCRETE CONSTRUCTION 9.97 Need for
Page 853 and 854:
CONCRETE CONSTRUCTION 9.99 tored sh
Page 855 and 856:
CONCRETE CONSTRUCTION 9.101 TABLE 9
Page 857 and 858:
CONCRETE CONSTRUCTION 9.103 If slen
Page 859 and 860:
CONCRETE CONSTRUCTION 9.105 FIGURE
Page 861 and 862:
Page 863 and 864:
CONCRETE CONSTRUCTION 9.109 2P u qs
Page 865 and 866:
CONCRETE CONSTRUCTION 9.111 dicated
Page 867 and 868:
Page 869 and 870:
CONCRETE CONSTRUCTION 9.115 loads u
Page 871 and 872:
CONCRETE CONSTRUCTION 9.117 C r �
Page 873 and 874:
Page 875 and 876:
CONCRETE CONSTRUCTION 9.121 checked
Page 877 and 878:
CONCRETE CONSTRUCTION 9.123 2. For
Page 879 and 880:
Page 881 and 882:
Page 883 and 884:
CONCRETE CONSTRUCTION 9.129 greates
Page 885 and 886:
FIGURE 9.55 Reinforcement for deep
Page 887 and 888:
CONCRETE CONSTRUCTION 9.133 � �
Page 889 and 890:
FIGURE 9.58 Continuous cylindrical
Page 891 and 892:
CONCRETE CONSTRUCTION 9.137 require
Page 893 and 894:
CONCRETE CONSTRUCTION 9.139 crete s
Page 895 and 896:
Page 897 and 898:
CONCRETE CONSTRUCTION 9.143 Forms r
Page 899 and 900:
CONCRETE CONSTRUCTION 9.145 an uncr
Page 901 and 902:
CONCRETE CONSTRUCTION 9.147 may be
Page 903 and 904:
CONCRETE CONSTRUCTION 9.149 sions a
Page 905 and 906:
CONCRETE CONSTRUCTION 9.151 Nonpres
Page 907 and 908:
CONCRETE CONSTRUCTION 9.153 If the
Page 909 and 910:
9.111 APPLICATION AND MEASUREMENT O
Page 911 and 912:
10.2 TABLE 10.1 Shrinkage Values of
Page 913 and 914:
10.4 SECTION TEN this structure, st
Page 915 and 916:
10.6 SECTION TEN Use standard detai
Page 917 and 918:
TABLE 10.4 Weights and Specific Gra
Page 919 and 920:
10.10 SECTION TEN 10.3 DESIGN VALUE
Page 921 and 922:
10.12 SECTION TEN Cr � repetitive
Page 923 and 924:
10.14 SECTION TEN TABLE 10.6 Wet Se
Page 925 and 926:
10.16 SECTION TEN 10.5.7 Flat-Use F
Page 927 and 928:
10.18 SECTION TEN of loading. These
Page 929 and 930:
10.20 SECTION TEN good joint detail
Page 931 and 932:
10.22 SECTION TEN direction, deflec
Page 933 and 934:
10.24 SECTION TEN Deflection of woo
Page 935 and 936:
10.26 SECTION TEN multiplied by app
Page 937 and 938:
10.28 SECTION TEN 10.8 WOOD COMPRES
Page 939 and 940:
10.30 SECTION TEN smaller the slip
Page 941 and 942:
10.32 SECTION TEN 2 FbE � KbEE�
Page 943 and 944:
10.34 SECTION TEN A structural pane
Page 945 and 946:
10.36 SECTION TEN panels, primarily
Page 947 and 948:
10.38 SECTION TEN 10.12.5 Availabil
Page 949 and 950:
10.40 SECTION TEN FIGURE 10.7 Subfl
Page 951 and 952:
Panel siding Lap siding 10.42 TABLE
Page 953 and 954:
10.44 SECTION TEN Building paper is
Page 955 and 956:
10.46 TABLE 10.23 Maximum Shear, lb
Page 957 and 958:
10.48 SECTION TEN FIGURE 10.10 Foun
Page 959 and 960:
10.50 SECTION TEN TABLE 10.26 Minim
Page 961 and 962:
10.52 TABLE 10.27 Maximum Shear, lb
Page 963 and 964:
10.54 SECTION TEN 10.14.2 Wet-Servi
Page 965 and 966:
10.56 SECTION TEN TABLE 10.30 Tempe
Page 967 and 968:
10.58 SECTION TEN TABLE 10.32 Penet
Page 969 and 970:
10.60 SECTION TEN FIGURE 10.12 Bolt
Page 971 and 972:
10.62 SECTION TEN plates, embedded
Page 973 and 974:
10.64 TABLE 10.37 Minimum Edge and
Page 975 and 976:
10.66 SECTION TEN steel nails and s
Page 977 and 978:
10.68 SECTION TEN FIGURE 10.15 Typi
Page 979 and 980:
10.70 SECTION TEN Chord splices are
Page 981 and 982:
10.72 SECTION TEN Horizontal framin
Page 983 and 984:
10.74 SECTION TEN FIGURE 10.20 Crow
Page 985 and 986:
10.76 SECTION TEN FIGURE 10.22 Typi
Page 987 and 988:
10.78 SECTION TEN FIGURE 10.23 Plat
Page 989 and 990:
10.80 SECTION TEN 10.26 PERMANENT W
Page 991 and 992:
10.82 SECTION TEN Bearing values un
Page 993 and 994:
10.84 SECTION TEN evacuation, fire
Page 995 and 996:
10.86 SECTION TEN End Cuts. Unless
Page 997 and 998:
10.88 SECTION TEN dapping, or drill
Page 999 and 1000:
10.90 SECTION TEN Narrow boards may
Page 1001 and 1002:
10.92 SECTION TEN wood species do n
Page 1003 and 1004:
10.94 SECTION TEN In addition to ex
Page 1005 and 1006:
11.2 SECTION ELEVEN MASONRY WALLS M
Page 1007 and 1008:
11.4 SECTION ELEVEN FIGURE 11.1 Bri
Page 1009 and 1010:
11.6 SECTION ELEVEN Design of load-
Page 1011 and 1012:
11.8 SECTION ELEVEN For concrete bl
Page 1013 and 1014:
11.10 SECTION ELEVEN Materials to b
Page 1015 and 1016:
11.12 SECTION ELEVEN the ends of ti
Page 1017 and 1018:
11.14 SECTION ELEVEN to distribute
Page 1019 and 1020:
11.16 SECTION ELEVEN 11.4 LATERAL S
Page 1021 and 1022:
11.18 SECTION ELEVEN FIGURE 11.9 An
Page 1023 and 1024:
11.20 SECTION ELEVEN FIGURE 11.10 C
Page 1025 and 1026:
11.22 SECTION ELEVEN saturation. Wh
Page 1027 and 1028:
11.24 SECTION ELEVEN with metal anc
Page 1029 and 1030:
11.26 SECTION ELEVEN TABLE 11.4 All
Page 1031 and 1032:
11.28 SECTION ELEVEN TABLE 11.6 All
Page 1033 and 1034:
11.30 SECTION ELEVEN Slenderness Co
Page 1035 and 1036:
11.32 SECTION ELEVEN FIGURE 11.12 S
Page 1037 and 1038:
11.34 SECTION ELEVEN FIGURE 11.15 (
Page 1039 and 1040:
11.36 SECTION ELEVEN FIGURE 11.17 E
Page 1041 and 1042:
11.38 SECTION ELEVEN 11.17 WOOD FAC
Page 1043 and 1044:
11.40 SECTION ELEVEN be applied wit
Page 1045 and 1046:
11.42 SECTION ELEVEN FIGURE 11.19 M
Page 1047 and 1048:
11.44 SECTION ELEVEN in the followi
Page 1049 and 1050:
11.46 SECTION ELEVEN Batten. A pred
Page 1051 and 1052:
11.48 SECTION ELEVEN Corner Bead. A
Page 1053 and 1054:
11.50 SECTION ELEVEN Gypsumboard. A
Page 1055 and 1056:
11.52 SECTION ELEVEN Ship Lap. An o
Page 1057 and 1058:
11.54 SECTION ELEVEN 11.25.2 Plaste
Page 1059 and 1060:
11.56 SECTION ELEVEN Except at inte
Page 1061 and 1062:
11.58 SECTION ELEVEN loops of 18-ga
Page 1063 and 1064:
11.60 SECTION ELEVEN Veneer plaster
Page 1065 and 1066:
11.62 SECTION ELEVEN Veneer plaster
Page 1067 and 1068:
11.64 SECTION ELEVEN Furring. Suppl
Page 1069 and 1070:
11.66 SECTION ELEVEN FIGURE 11.25 W
Page 1071 and 1072:
11.68 SECTION ELEVEN TABLE 11.11 Ma
Page 1073 and 1074:
11.70 SECTION ELEVEN The first step
Page 1075 and 1076:
11.72 SECTION ELEVEN The joint shou
Page 1077 and 1078:
11.74 SECTION ELEVEN masonry, or po
Page 1079 and 1080:
11.76 SECTION ELEVEN may be 3 ⁄4
Page 1081 and 1082:
11.78 SECTION ELEVEN 11.31 OTHER TY
Page 1083 and 1084:
11.80 SECTION ELEVEN is practically
Page 1085 and 1086:
11.82 SECTION ELEVEN Wood subfloors
Page 1087 and 1088:
11.84 SECTION ELEVEN Because of the
Page 1089 and 1090:
11.86 SECTION ELEVEN clay tiles and
Page 1091 and 1092:
11.88 SECTION ELEVEN Check Rails. M
Page 1093 and 1094:
11.90 SECTION ELEVEN FIGURE 11.31 D
Page 1095 and 1096:
11.92 SECTION ELEVEN Hot-Dipped Gal
Page 1097 and 1098:
11.94 SECTION ELEVEN TABLE 11.14 Re
Page 1099 and 1100:
11.96 SECTION ELEVEN FIGURE 11.34 D
Page 1101 and 1102:
11.98 SECTION ELEVEN commodation of
Page 1103 and 1104:
11.100 SECTION ELEVEN FIGURE 11.37
Page 1105 and 1106:
Page 1107 and 1108:
Page 1109 and 1110:
Page 1111 and 1112:
Page 1113 and 1114:
11.110 SECTION ELEVEN Hinge jambs o
Page 1115 and 1116:
11.112 SECTION ELEVEN Control of Ai
Page 1117 and 1118:
Page 1119 and 1120:
Page 1121 and 1122:
11.118 SECTION ELEVEN one rising up
Page 1123 and 1124:
11.120 SECTION ELEVEN 11.56 REVOLVI
Page 1125 and 1126:
Page 1127 and 1128:
11.124 SECTION ELEVEN doors and win
Page 1129 and 1130:
11.126 SECTION ELEVEN ANSI A156.4.
Page 1131 and 1132:
11.128 SECTION ELEVEN 2. Nonrising
Page 1133 and 1134:
11.130 SECTION ELEVEN it is importa
Page 1135 and 1136:
11.132 SECTION ELEVEN When floor-ty
Page 1137 and 1138:
11.134 SECTION ELEVEN that may be m
Page 1139 and 1140:
11.136 SECTION ELEVEN The security
Page 1141 and 1142:
11.138 SECTION ELEVEN Metal anchors
Page 1143 and 1144:
Page 1145 and 1146:
11.142 SECTION ELEVEN of the stud w
Page 1147 and 1148:
11.144 SECTION ELEVEN 11.74 BOLTS A
Page 1149 and 1150:
11.146 SECTION ELEVEN Velocity. Spe
Page 1151 and 1152:
Page 1153 and 1154:
11.150 SECTION ELEVEN p SPL � 20
Page 1155 and 1156:
Page 1157 and 1158:
11.154 SECTION ELEVEN Structural fl
Page 1159 and 1160:
11.156 SECTION ELEVEN 11.79.4 Dampi
Page 1161 and 1162:
11.158 SECTION ELEVEN binders or th
Page 1163 and 1164:
11.160 SECTION ELEVEN Reverberation
Page 1165 and 1166:
11.162 SECTION ELEVEN acoustical ce
Page 1167 and 1168:
11.164 SECTION ELEVEN As might be e
Page 1169 and 1170:
11.166 SECTION ELEVEN Acoustical Ab
Page 1171 and 1172:
11.168 SECTION ELEVEN TABLE 11.35 T
Page 1173 and 1174:
SECTION TWELVE ROOF SYSTEMS Dave Fl
Page 1175 and 1176:
ROOF SYSTEMS 12.3 vapor in the inte
Page 1177 and 1178:
ROOF SYSTEMS 12.5 it is the only ty
Page 1179 and 1180:
ROOF SYSTEMS 12.7 Bitumen may be as
Page 1181 and 1182:
ROOF SYSTEMS 12.9 FIGURE 12.4 Torch
Page 1183 and 1184:
FIGURE 12.5 (Continued ) ROOF SYSTE
Page 1185 and 1186:
FIGURE 12.7 Three-tab asphalt-shing
Page 1187 and 1188:
ROOF SYSTEMS 12.15 Metal roof panel
Page 1189 and 1190:
ROOF SYSTEMS 12.17 FIGURE 12.11 Woo
Page 1191 and 1192:
ROOF SYSTEMS 12.19 a system that is
Page 1193 and 1194:
12.14 EFFECTS OF WIND ON ROOFS ROOF
Page 1195 and 1196:
ROOF SYSTEMS 12.23 inspections and
Page 1197 and 1198:
American Society of Heating, Refrig
Page 1199 and 1200:
Roof Consultants Institute (RCI) 74
Page 1201 and 1202:
SECTION THIRTEEN HEATING, VENTILATI
Page 1203 and 1204:
HEATING, VENTILATION, AND AIR CONDI
Page 1205 and 1206:
Page 1207 and 1208:
Page 1209 and 1210:
13.2.3 Sensible Heat HEATING, VENTI
Page 1211 and 1212:
Page 1213 and 1214:
13.2.7 Enthalpy HEATING, VENTILATIO
Page 1215 and 1216:
Page 1217 and 1218:
Page 1219 and 1220:
Page 1221 and 1222:
Page 1223 and 1224:
Page 1225 and 1226:
Page 1227 and 1228:
13.4 VENTILATION HEATING, VENTILATI
Page 1229 and 1230:
Page 1231 and 1232:
Page 1233 and 1234:
Page 1235 and 1236:
Page 1237 and 1238:
Page 1239 and 1240:
Page 1241 and 1242:
Page 1243 and 1244:
Page 1245 and 1246:
13.11 WARM-AIR HEATING HEATING, VEN
Page 1247 and 1248:
Page 1249 and 1250:
Page 1251 and 1252:
Page 1253 and 1254:
Page 1255 and 1256:
Page 1257 and 1258:
Page 1259 and 1260:
Page 1261 and 1262:
Page 1263 and 1264:
Page 1265 and 1266:
Page 1267 and 1268:
TABLE 13.15b First-Floor Office Loa
Page 1269 and 1270:
Page 1271 and 1272:
Page 1273 and 1274:
Page 1275 and 1276:
Page 1277 and 1278:
Page 1279 and 1280:
Page 1281 and 1282:
Page 1283 and 1284:
Page 1285 and 1286:
13.32 AIR-WATER SYSTEMS HEATING, VE
Page 1287 and 1288:
Page 1289 and 1290:
Page 1291 and 1292:
Page 1293 and 1294:
Page 1295 and 1296:
Page 1297 and 1298:
14.2 SECTION FOURTEEN Code,’’ A
Page 1299 and 1300:
14.4 SECTION FOURTEEN Publishing Co
Page 1301 and 1302:
14.6 SECTION FOURTEEN detergents ar
Page 1303 and 1304:
14.8 SECTION FOURTEEN 14.6.1 Temper
Page 1305 and 1306:
14.10 SECTION FOURTEEN FIGURE 14.2
Page 1307 and 1308:
14.12 SECTION FOURTEEN 14.6.7 Valve
Page 1309 and 1310:
TABLE 14.2 Minimum Plumbing Fixture
Page 1311 and 1312:
TABLE 14.2 Minimum Plumbing Fixture
Page 1313 and 1314:
14.18 SECTION FOURTEEN of people ma
Page 1315 and 1316:
14.20 SECTION FOURTEEN TABLE 14.3 M
Page 1317 and 1318:
TABLE 14.4 Fixture Units and Trap a
Page 1319 and 1320:
Page 1321 and 1322:
Page 1323 and 1324:
TABLE 14.5 Allowances for Friction
Page 1325 and 1326:
14.30 SECTION FOURTEEN 2. Indirect
Page 1327 and 1328:
TABLE 14.6 Hot-Water Demand per Fix
Page 1329 and 1330:
14.34 SECTION FOURTEEN Storm water
Page 1331 and 1332:
14.36 SECTION FOURTEEN Size and slo
Page 1333 and 1334:
14.38 SECTION FOURTEEN hub; threade
Page 1335 and 1336:
14.40 SECTION FOURTEEN to the build
Page 1337 and 1338:
14.42 SECTION FOURTEEN TABLE 14.9 S
Page 1339 and 1340:
TABLE 14.12 Size and Length of Vent
Page 1341 and 1342:
14.46 SECTION FOURTEEN To ensure th
Page 1343 and 1344:
Page 1345 and 1346:
14.50 SECTION FOURTEEN Besides muni
Page 1347 and 1348:
14.52 SECTION FOURTEEN Polyethylene
Page 1349 and 1350:
Page 1351 and 1352:
Page 1353 and 1354:
14.58 SECTION FOURTEEN The indicati
Page 1355 and 1356:
14.60 SECTION FOURTEEN 14.29.2 Spri
Page 1357 and 1358:
Page 1359 and 1360:
14.64 SECTION FOURTEEN limiting dev
Page 1361 and 1362:
SECTION FIFTEEN ELECTRICAL SYSTEMS
Page 1363 and 1364:
ELECTRICAL SYSTEMS 15.3 Resistance
Page 1365 and 1366:
15.3 ALTERNATING-CURRENT SYSTEMS EL
Page 1367 and 1368:
ELECTRICAL SYSTEMS 15.7 The magneti
Page 1369 and 1370:
ELECTRICAL SYSTEMS 15.9 E � IZ co
Page 1371 and 1372:
ELECTRICAL SYSTEMS 15.11 FIGURE 15.
Page 1373 and 1374:
ELECTRICAL SYSTEMS 15.13 keeping th
Page 1375 and 1376:
ELECTRICAL SYSTEMS 15.15 erator. Op
Page 1377 and 1378:
15.6.3 Types of Insulated Conductor
Page 1379 and 1380:
FIGURE 15.6 Cellular steel decking
Page 1381 and 1382:
15.21 FIGURE 15.7 Space beneath a r
Page 1383 and 1384:
ELECTRICAL SYSTEMS 15.23 All the se
Page 1385 and 1386:
ELECTRICAL SYSTEMS 15.25 clearly ma
Page 1387 and 1388:
ELECTRICAL SYSTEMS 15.27 customer u
Page 1389 and 1390:
ELECTRICAL SYSTEMS 15.29 control th
Page 1391 and 1392:
TABLE 15.1 Electrical Symbols* (Con
Page 1393 and 1394:
ELECTRICAL SYSTEMS 15.33 CADD can m
Page 1395 and 1396:
R � resistance, �/mil-ft c.m.
Page 1397 and 1398:
TABLE 15.2 Protection of Single-Pha
Page 1399 and 1400:
15.39 Horsepower TABLE 15.3 Protect
Page 1401 and 1402:
ELECTRICAL SYSTEMS 15.41 starting c
Page 1403 and 1404:
Page 1405 and 1406:
ELECTRICAL SYSTEMS 15.45 2 Three 40
Page 1407 and 1408:
ELECTRICAL SYSTEMS 15.47 case, the
Page 1409 and 1410:
15.10.5 Equivalent Spherical Illumi
Page 1411 and 1412:
ELECTRICAL SYSTEMS 15.51 See also A
Page 1413 and 1414:
ELECTRICAL SYSTEMS 15.53 Increase i
Page 1415 and 1416:
ELECTRICAL SYSTEMS 15.55 restaurant
Page 1417 and 1418:
ELECTRICAL SYSTEMS 15.57 TABLE 15.7
Page 1419 and 1420:
ELECTRICAL SYSTEMS 15.59 the result
Page 1421 and 1422:
ELECTRICAL SYSTEMS 15.61 acteristic
Page 1423 and 1424:
ELECTRICAL SYSTEMS 15.63 For contro
Page 1425 and 1426:
15.65 TABLE 15.9 Comparison of Lamp
Page 1427 and 1428:
Page 1429 and 1430:
ELECTRICAL SYSTEMS 15.69 Some lumin
Page 1431 and 1432:
ELECTRICAL SYSTEMS 15.71 To adjust
Page 1433 and 1434:
ELECTRICAL SYSTEMS 15.73 Similar co
Page 1435 and 1436:
ELECTRICAL SYSTEMS 15.75 exchange (
Page 1437 and 1438:
ELECTRICAL SYSTEMS 15.77 protection
Page 1439 and 1440:
SECTION SIXTEEN VERTICAL CIRCULATIO
Page 1441 and 1442:
VERTICAL CIRCULATION 16.3 ft 2 . Ra
Page 1443 and 1444:
VERTICAL CIRCULATION 16.5 Facilitie
Page 1445 and 1446:
16.3.3 Design Loads for Stairs VERT
Page 1447 and 1448:
VERTICAL CIRCULATION 16.9 Stairs ou
Page 1449 and 1450:
FIGURE 16.5 Reinforced concrete sta
Page 1451 and 1452:
VERTICAL CIRCULATION 16.13 FIGURE 1
Page 1453 and 1454:
VERTICAL CIRCULATION 16.15 most att
Page 1455 and 1456:
Page 1457 and 1458:
Page 1459 and 1460:
VERTICAL CIRCULATION 16.21 Hoistway
Page 1461 and 1462:
VERTICAL CIRCULATION 16.23 enclosur
Page 1463 and 1464:
VERTICAL CIRCULATION 16.25 horizont
Page 1465 and 1466:
VERTICAL CIRCULATION 16.27 car is r
Page 1467 and 1468:
VERTICAL CIRCULATION 16.29 and lowe
Page 1469 and 1470:
VERTICAL CIRCULATION 16.31 car-spee
Page 1471 and 1472:
VERTICAL CIRCULATION 16.33 Also, th
Page 1473 and 1474:
VERTICAL CIRCULATION 16.35 An autom
Page 1475 and 1476:
VERTICAL CIRCULATION 16.37 For long
Page 1477 and 1478:
VERTICAL CIRCULATION 16.39 Another
Page 1479 and 1480:
16.11.5 Professional-Building Eleva
Page 1481 and 1482:
Page 1483 and 1484:
VERTICAL CIRCULATION 16.45 horizont
Page 1485 and 1486:
VERTICAL CIRCULATION 16.47 limited
Page 1487 and 1488:
17.2 SECTION SEVENTEEN to be a good
Page 1489 and 1490:
17.4 SECTION SEVENTEEN the contract
Page 1491 and 1492:
17.6 SECTION SEVENTEEN 17.3 CONTRAC
Page 1493 and 1494:
17.8 SECTION SEVENTEEN Private Cont
Page 1495 and 1496:
17.10 SECTION SEVENTEEN FIGURE 17.2
Page 1497 and 1498:
17.12 SECTION SEVENTEEN intend to a
Page 1499 and 1500:
17.14 SECTION SEVENTEEN purposes. I
Page 1501 and 1502:
17.16 SECTION SEVENTEEN 4. The CM a
Page 1503 and 1504:
Page 1505 and 1506:
Page 1507 and 1508:
Page 1509 and 1510:
17.24 SECTION SEVENTEEN Purchasing/
Page 1511 and 1512:
Page 1513 and 1514:
17.28 SECTION SEVENTEEN serving dec
Page 1515 and 1516:
Page 1517 and 1518:
Page 1519 and 1520:
17.34 SECTION SEVENTEEN pass contin
Page 1521 and 1522:
17.36 SECTION SEVENTEEN This may ne
Page 1523 and 1524:
17.38 SECTION SEVENTEEN When work i
Page 1525 and 1526:
17.40 SECTION SEVENTEEN work or to
Page 1527 and 1528:
17.42 SECTION SEVENTEEN Mediation.
Page 1529 and 1530:
17.44 SECTION SEVENTEEN TABLE 17.1
Page 1531 and 1532:
17.46 SECTION SEVENTEEN TABLE 17.1
Page 1533 and 1534:
17.48 SECTION SEVENTEEN 17.15.3 Mot
Page 1535 and 1536:
17.50 SECTION SEVENTEEN independent
Page 1537 and 1538:
17.52 SECTION SEVENTEEN merchandise
Page 1539 and 1540:
17.54 SECTION SEVENTEEN 1. A comple
Page 1541 and 1542:
17.56 SECTION SEVENTEEN retainage t
Page 1543 and 1544:
Page 1545 and 1546:
17.60 FIGURE 17.23 Monthly cost rep
Page 1547 and 1548:
17.62 SECTION SEVENTEEN this method
Page 1549 and 1550:
17.64 SECTION SEVENTEEN salaried li
Page 1551 and 1552:
17.66 SECTION SEVENTEEN heat. Stand
Page 1553 and 1554:
17.68 SECTION SEVENTEEN or three-sh
Page 1555 and 1556:
17.70 SECTION SEVENTEEN The lessons
Page 1557 and 1558:
18.2 SECTION EIGHTEEN the local uti
Page 1559 and 1560:
18.4 SECTION EIGHTEEN nized steel (
Page 1561 and 1562:
18.6 SECTION EIGHTEEN building cons
Page 1563 and 1564:
18.8 SECTION EIGHTEEN tenant’s re
Page 1565 and 1566:
18.10 SECTION EIGHTEEN 18.3 COMMUNI
Page 1567 and 1568:
18.12 SECTION EIGHTEEN FIGURE 18.4
Page 1569 and 1570:
Page 1571 and 1572:
Page 1573 and 1574:
Page 1575 and 1576:
Page 1577 and 1578:
Page 1579 and 1580:
18.24 SECTION EIGHTEEN a 120/240 V,
Page 1581 and 1582:
18.26 SECTION EIGHTEEN 18.9 LINKS A
Page 1583 and 1584:
19.2 SECTION NINETEEN the course of
Page 1585 and 1586:
19.4 SECTION NINETEEN Fixed-Price E
Page 1587 and 1588:
19.6 SECTION NINETEEN differs from
Page 1589 and 1590:
19.8 SECTION NINETEEN 19.4 ESTIMATI
Page 1591 and 1592:
19.10 SECTION NINETEEN FIGURE 19.1
Page 1593 and 1594:
TABLE 19.2 Equipment Ownership and
Page 1595 and 1596:
19.14 SECTION NINETEEN 2. By time c
Page 1597 and 1598:
APPENDIX FACTORS FOR CONVERSION TO
Page 1599 and 1600:
TABLE A.3 Derived SI Units with Spe
Page 1601 and 1602:
TABLE A.4 Some Common Derived Units
Page 1603 and 1604:
APPENDIX A.7 mass. In such cases, t
Page 1605 and 1606:
TABLE A.6 Factors for Conversion to
Page 1607 and 1608:
APPENDIX A.11 TABLE A.6 Factors for
Page 1609 and 1610:
APPENDIX A.13 TABLE A.6 Factors for
Page 1611 and 1612:
Index Terms Links Aggregates: cont.
Page 1613 and 1614:
Index Terms Links Aluminum: alloys
Page 1615 and 1616:
Index Terms Links ASD 7.44 (See als
Page 1617 and 1618:
Index Terms Links Beams: cont. flex
Page 1619 and 1620:
Index Terms Links Bids: cont. mater
Page 1621 and 1622:
Index Terms Links Bracing: of beams
Page 1623 and 1624:
Index Terms Links Building codes (s
Page 1625 and 1626:
Index Terms Links Cable-supported s
Page 1627 and 1628:
Index Terms Links Coatings: bibliog
Page 1629 and 1630:
Index Terms Links Columns: stress-s
Page 1631 and 1632:
Index Terms Links Concrete: cont. f
Page 1633 and 1634:
Index Terms Links Concrete admixtur
Page 1635 and 1636:
Index Terms Links Concrete floors:
Page 1637 and 1638:
Index Terms Links Connections: cont
Page 1639 and 1640:
Index Terms Links Construction cont
Page 1641 and 1642:
Index Terms Links Contractors, home
Page 1643 and 1644:
Index Terms Links Cost estimates: c
Page 1645 and 1646:
Index Terms Links Derricks 7.117 De
Page 1647 and 1648:
Index Terms Links Drinking fountain
Page 1649 and 1650:
Index Terms Links Electrical circui
Page 1651 and 1652:
Index Terms Links Elevators: cont.
Page 1653 and 1654:
Index Terms Links Emergency egress
Page 1655 and 1656:
Index Terms Links Fire: cont. elect
Page 1657 and 1658:
Index Terms Links Floor fill 5.5 Fl
Page 1659 and 1660:
Index Terms Links Foundations: basi
Page 1661 and 1662:
Index Terms Links Furring 11.49 11.
Page 1663 and 1664:
Index Terms Links Gypsumboard: cont
Page 1665 and 1666:
Index Terms Links Heat: balancing o
Page 1667 and 1668:
Index Terms Links HVAC: computerize
Page 1669 and 1670:
Index Terms Links Jambs: door 11.11
Page 1671 and 1672:
Index Terms Links Lighting: brightn
Page 1673 and 1674:
Index Terms Links Louvers 13.5 Lrfd
Page 1675 and 1676:
Index Terms Links Luminaires: candl
Page 1677 and 1678:
Index Terms Links Matrices: advanta
Page 1679 and 1680:
Index Terms Links Nominal scale 1.2
Page 1681 and 1682:
Index Terms Links Pipe: corrosion p
Page 1683 and 1684:
Index Terms Links Plastics: cont. p
Page 1685 and 1686:
Index Terms Links Plywood: cont. st
Page 1687 and 1688:
Index Terms Links Reactors, current
Page 1689 and 1690:
Index Terms Links Roofing: cont. wa
Page 1691 and 1692:
Shear: in beams: Index Terms Links
Page 1693 and 1694:
Index Terms Links Sills: door 11.11
Page 1695 and 1696:
Index Terms Links Soils: cont. with
Page 1697 and 1698:
Index Terms Links Spikes 10.54 10.5
Page 1699 and 1700:
Index Terms Links Steel beams: cont
Page 1701 and 1702:
Index Terms Links Steel reinforceme
Page 1703 and 1704:
Index Terms Links Storm water: disp
Page 1705 and 1706:
Index Terms Links Structural steels
Page 1707 and 1708:
Index Terms Links Subsurface explor
Page 1709 and 1710:
Index Terms Links Systems design: c
Page 1711 and 1712:
Index Terms Links Treads 16.6 16.7
Page 1713 and 1714:
Index Terms Links Vibrations: cont.
Page 1715 and 1716:
Index Terms Links Walls: cont. sand
Page 1717 and 1718:
Index Terms Links Welding: cont. st
Page 1719 and 1720:
Index Terms Links Windows: cont. st
Page 1721:
Index Terms Links Wood joists 5.4 1
show all

Building Design and Construction Handbook - Merritt - Ventech!

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?