Building Design and Construction Handbook - Merritt - Ventech!

More documents

Recommendations

Info

STRUCTURAL STEEL CONSTRUCTION 7.91 connections plays an important part in determining the cost of the fabricated product. Consequently, the detailed design of these elements is a part of the work performed by the fabricator. In the industry, this work is known as detailing. Usually, the structural engineer indicates the type of connections and type and size of fasteners required; for example, ‘‘framed connections with 7 ⁄8-in A325 bolts in bearing-type joints,’’ or the type of connection with reference to AWS D1.1 requirements. For beams, the design drawings should specify the reactions. If, however, the reactions are not noted, the detailer will determine the reactions from the uniform-load capacity (tabulated in the AISC Manual), giving due consideration to the effect of large concentrated loads near the connection. For connections resisting lateral loads, live, wind, or seismic, the design drawing should stipulate the forces and moments to be carried. Generally, the design should also include a sketch showing the type of moment connection desired. Design Criteria for Connections. Either ASD or LRFD may be used to design the connections of a structure. Selection of the design procedure, however, must be consistent with the method used to proportion the members. When LRFD procedures are used, the loads and load factors discussed in Arts. 7.15 to 7.28 should be incorporated. The AISC Manual, Vol. II, Connections, provides many design aids for both design procedures. 7.29 COMBINATIONS OF FASTENERS The AISC ASD and LRFD ‘‘Specification for Structural Steel for Buildings’’ distinguish between existing and new framing in setting conditions for use of fasteners in connection design. In new work, A307 bolts or high-strength bolts in bearing-type connections should not be considered as sharing the load with welds. If welds are used, they should be designed to carry the load in the connection. However, when one leg of a connection angle is connected with one type of fastener and the other leg with a different type, this rule does not apply. The load is transferred across each joint by one type of fastener. Such connections are commonly used, since one type of fastener may be selected for shop work and a different type for field work. High-strength bolts in slip-critical joints may share the load with welds on the same connection interface if the bolts are fully tightened before the welds are made. For connections in existing frames, existing rivets and high-strength bolts may be used for carrying stresses from existing dead loads, and welds may be provided for additional dead loads and design live loads. This provision assumes that whatever slip that could occur in the existing joint has already occurred. 7.30 LOAD CAPACITY OF BOLTS Under service conditions, bolts may be loaded in tension, shear, or a combination of tension and shear. The load capacities specified in AISC ASD and LRFD specifications are closely related and are based on the ‘‘Specification for Structural Joints Using ASTM A325 or A490 Bolts,’’ Research Council on Structural Connections of the Engineering Foundation. Both bearing-type and slip-critical bolted connections are proportional for the shear forces on the gross area of bolts.
7.92 SECTION SEVEN 7.30.1 ASD for Bolts Allowable tension and shear stresses for bolts are listed in Table 7.24. The allowable bearing load at a bolt hole is 1.5F udt, where F u is the specified tensile strength, d is the nominal bolt diameter, and t � thickness of connected part. Table 7.25 tabulates maximum sizes for standard, oversize, and slotted bolt holes. Oversize holes are permitted only in slip-critical connections. In slip-critical connections, slots may be formed without regard to the direction of loading; but in bearing-type connections, slot length should be placed normal to the direction of TABLE 7.24 Allowable Stresses, ksi, for Bolts and Threaded Parts a Fasteners Standardsize holes b Shear in slip-critical connections Fv Oversize and shortslot holes Long-slot holes Transverse load c Parallel load c Shear F v Bearing-type connections Tension F t, including reduction for shear stress d ƒ v A407 bolts 10.0e,ƒ 26 � 1.8ƒv � 20 0.17 h Fv 0.43Fv � 1.8ƒv � 0.33 h,i Threaded Parts and A449 bolts, threaded g not excluded from shear planes Threaded parts and A449 bolts, threads excluded from shear planes g A325 bolts, when threads are not excluded from shear planes A325 bolts, when threads are excluded from shear planes A490 bolts, when threads are not excluded from shear planes A490 bolts, when threads are excluded from shear planes F v 0.22 h Fv 0.43 Fv � 1.4ƒv � 0.33 h Fv ƒ 2 2 17.0 15.0 12.0 10.0 21.0 �(44) � 4.39ƒv ƒ 2 2 17.0 15.0 12.0 10.0 30.0 �(44) � 2.15ƒv ƒ 2 2 21.0 18.0 15.0 13.0 28.0 �(54) � 3.75ƒv ƒ 2 2 21.0 18.0 15.0 13.0 40.0 �(54) � 1.82ƒv a For wind or seismic loading, acting alone or in combination with design dead and live loads, allowable stresses the table may be increased one-third, if the required section then is at least that required for design, dead, live, and impact loads without this increase. For tension combined with shear, the coefficients of ƒ v in the tabulated formulas could not be changed. b Assumes clean mill scale and blast-cleaned surfaces with Class A coatings (slip coefficient 0.33). For special faying-surface conditions, see the Research Council on Structural Connections specification. c Relative to the long axis of the slotted hole. d Static loading only. For fatigue conditions, see the AISC ASD ‘‘Specification for Structural Steel for Buildings.’’ e Threads permitted in shear planes. ƒ Reduce 20% for bolts in bearing-type splices of tension members if the fastener pattern has a length, parallel to the line of force, exceeding 50 in. g Applicable to threaded parts meeting the requirements of ASTM A36, A242, A441, A529, A572, A588, A709, A852 and to A449 bolts in bearing-type connections requiring bolt diameters exceeding 1 1 ⁄2 in. h Fv � minimum tensile strength, ksi, of bolts. i For the threaded portion of an upset rod, AbF t should be larger than 0.60A sF y, where A b is the area at the major lead diameter, A s is the nominal body area before upsetting, and F v is the specified yield stress, ksi.
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:
Page 375 and 376:
STRUCTURAL THEORY 5.123 � � 2 V
Page 377 and 378:
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 391 and 392:
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 407 and 408:
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 and 416:
STRUCTURAL THEORY 5.163 R in Table
Page 417 and 418:
TABLE 5.9 Design Coefficients and F
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 425 and 426:
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 437 and 438:
Page 439 and 440:
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 449 and 450:
Page 451 and 452:
Page 453 and 454:
Page 455 and 456:
Page 457 and 458:
Page 459 and 460:
Page 461 and 462:
Page 463 and 464:
Page 465 and 466:
Page 467 and 468:
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: 7.90 SECTION SEVEN FIGURE 7.39 Stee
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 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!

Create successful ePaper yourself

Delete template?

Save as template?