《REINFORCED CONCRETE DESIGNER'S HANDBOOK FIFTH EDITION》求取 ⇩

NOTATION1

PART Ⅰ.—DESIGN3

CHAPTER Ⅰ.—REINFORCED CONCRETE DESIGN3

CHAPTER Ⅱ.—LOADS9

CHAPTER Ⅲ.—PRESSURESOF RETAINED AND CONTAINED MATERIALS25

CHAPTER Ⅳ.—BENDING MOMENT AND SHEARING FORCE35

CHAPTER Ⅴ.—FRAMED STRUCTURES58

CHAPTER Ⅵ.—FOUNDATIONS68

CHAPTER Ⅶ.—RETAINING WALLS AND CONTAINERS83

CHAPTER Ⅷ.—BRIDGES99

CHAPTER Ⅸ.—BUILDINGS AND OTHER STRUCTURES114

CHAPTER Ⅹ.—ROADS127

CHAPTER Ⅺ.—CONCRETE131

CHAPTER Ⅻ.—REINFORCEMENT145

CHAPTER Ⅷ.—BEAMS AND SLABS151

CHAPTER ⅩⅣ.—SHEARING AND TORSION165

CHAPTER ⅩⅤ.—COLUMNS171

CHAPTER ⅩⅥ.—COMBINED STRESSES176

PART Ⅱ.—TABLES AND EXAMPLES189

1.LOADS:DEAD LOADS189

2.” SUPERIMPOSED LOADS FOR BUILDINGS191

2A.” MISCELLANEOUS192

3.” VEHICLES ON BRIDGES193

4.” STORAGE AND LIVE LOADS195

4A.” ON TRANSMISSION-LINE POLES197

4B.” WIND FORCES199

5.PRESSURE OF GRANULAR MATERIALS200

5A.PRESSURE OF COHESIVE MATERIALS201

6.DEEP SILOS203

7AND 7A.CANTILEVERS AND SINGLE-SPAN BEAMS205

7B.BOW GIRDERS207

7C.SINGLE-SPAN FIXED-END BEAMS209

8.CONTTINUOUS BEAMS:EQUAL LOAD ON EQUAL SPANS211

9.”” ANY SPAN AND LOAD213

10.”” BENDING MOMENT COEFFICIENTS AND VARIABLE MOMENT OF INERTIA215

1OA.”” BENDING MOMENTS APPLIED AT END SUPPORTS216

10B.SLABS SPANNING IN ONE DIRECTION216

11.CONTINUOUS BEAMS: FIXED POINTS217

11A.”” MOMENT-DISTRIBUTION METHOD219

12.INFLUENCE LINES:TWO AND THREE SPANS221

12A.”” Two AND THREE SPANS220

13.”” FOUR, FIVE, AND MORE SPANS223

13A.”” FOUR SPANS224

13B.””FIVE AND MORESPANS225

14.SLABS SPANNING IN TWO DIRECTIONS:UNIFORMLY-DISTRIBUTED LOAD227

14A.””””” DITTO:B.S.CODE229

14B.””””” TRIANGULARLY-DISTRIBUTED LOAD231

14C AND 14D.SLABS SPANNING IN TWO DIRECTIONS:CONCENTRATED LOADS232

14E.FLAT SLABS234

15.FRAMED STRUCTURES235

16.PORTAL FRAMES237

16A.FRAME ANALYSIS BY MOMENT-DISTRIBUTION238

16B.THREE-HINGED FRAMES239

17.FOUNDATIONS:PRESSURES, AND INDEPENDENT BASES241

18.” COMBINED BASES243

19A AND 19.LOADS ON PILES AND GROUPS OF PILES244

20.RETAINING WALLS247

20A.CYLINDRICAL TANKS248

21.RECTANGULAR CONTAINERS249

22.BOTTOMS OF BUNKERS AND TANKS251

22A.UNSYMMETRICAL THREE-HINGED ARCHES252

22B.BRIDGES253

22C.DESIGN OF FIXED-END ARCHES255

22D.MISCELLANEOUS STRUCTURES257

23 AND 23A.CONCRETE: PROPORTIONS AND STRESSES258

24.REINFORCEMENT: BOND AND BENDING260

24A.” PROPERTIES AND STRESSES26

25.” AREAS OF ROUND BARS262

26.” AREAS AND WEIGHTS263

27.FACTORS EOR RECTANGULAR BEAMS264

28.RECTANGULAR BEAMS:DESIGN FACTORS265

29,29A,29B AND 29C.RECTANGULAR BEAMS:MOMENTS OF RESISTANCE,AND REINFORCEMENT267

29D.BEAMS: LOAD-FACTOR METHOD271

30.SLABS: DESIGN FACTORS273

31.” MOMENTS OF RESISTANCE AND REINFORCEMENT274

31A.” FOR LIQUID-CONTAINING STRUCTURES275

32.BEAM DATA277

33.BEAMS: SHEAR REINFORCEMENT279

34.TORSION280

35.COLUMNS: SAFE LOADS ON SHORT SQUARE COLUMNS281

35A.LONG COLUMNS282

35B.PROPERTIES OF SECTIONS283

36.BENDING AND DIRECT FORCE285

36A.BENDING MOMENT AND DIRECT THRUST287

37.METRIC EQUIVALENTS289

38.DECIMAL EQUIVALENTS （TO CONVERT INCHES TO FEET）290

39 AND 39A.PROPERTIES OF REINFORCED CONCRETE SECTIONS291

40.TRIGONOMETRICAL RATIOS295

PART Ⅲ.ADDITIONAL EXAMPLES297

RECTANGULAR BEAMS297

BEAM AND SLAB FLOOR299

FLAT SLAB WITH THICKENED PANELS303

””WITHOUT THICKENED PANELS305

HOLLOW CLAY-TILE SLAB305

STAIRS306

A SMALL BUNKER309

RETAINING WALLS313

ANNULAR MEMBER SUBJECT TO BENDING AND DIRECT THRUST314

SLABS SUPPORTING CONCENTRATED LOADS316

JETTIES318

PART Ⅳ.—SPECIFICATIONS AND QUANTITIES321

CONTRACT DOCUMENTS321

SPECIFICATION FOR REINFORCED CONCRETE CONSTRUCTION321

QUANTITIES330

ESTIMATING COSTS332

EXAMPLE OF MEASURING QUANTITIES333

APPENDIX.—EFFECT OF VARIOUS MATERIALS ON CONCRETE335

INDEX340