The Architects' and Builders' Handbook: Data for Architects, Structural Engineers, Contractors, and Draughtsmen

Front Cover
John Wiley & Sons, Incorporated, 1921 - Architecture - 1907 pages
 

Contents

INFLUENCELINES FOR SIMPLE BEAMS AND TRUSSES
11
SECONDARY STRESSES IN TRUSSMEMBERS
12
749
20
PAGE
31
he author WEIGHTS AND MEASURES
34
152
52
1116
81
erations TABLE OF CHORDS HIP AND JACKRAFTERS
122
CHAPTER II
129
GENERAL REQUIREMENTS
160
CHAPTER XIX
165
CHAPTER III
223
WALLS OF THE SUPERSTRUCTURE
229
NATURAL CEMENTS
238
CHAPTER IV
252
CENTER OF GRAVITY
254
MOMENTS OF FORCES
288
223
297
36
310
REACTIONS AND BENDING MOMENTS FOR BEAMS WITH TRIANGULAR LOADING
331
TRANSFERRING MOMENTS OF INERTIA TO OTHER PARALLEL AXES
338
DIMENSIONS MOMENTS OF INERTIA RADII OF GYRATION AND SECTIONMODULI
352
PAGE
355
1118
360
CHAPTER XI
375
1121
396
25
421
31
428
CHAPTER VIII
430
PAGE
437
BEARINGBRACKETS ON CASTIRON COLUMNS
447
METAL CAPS AND BOLSTERS FOR WOODEN COLUMNS
453
CHAPTER XXII
454
DEFINITIONS WORKING STRESSES AND EXAMPLES
457
STRENGTH OF CASTIRON COLUMNS FORMULAS
459
TYPES FORMS AND CONNECTIONS OF STEEL COLUMNS
467
STRENGTH OF STEEL COLUMNS FORMULAS
480
STEEL
486
TABLES OF SAFE LOADS FOR STEEL COLUMNS
488
663
524
449
541
665
543
455
553
STRENGTH OF BEAMS AND BEAM
555
666
561
TABLES OF SAFE LOADS FOR STEEL BEAMS AND GIRDERS EXAMPLES
570
456
573
FRAMING AND CONNECTING STEEL BEAMS AND GIRDERS
593
CHAPTER XXXI
603
CHAPTER XVI
620
SECTIONS STRESSES BUCKLING AND DEFLECTION OF WOODEN BEAMS
627
667
628
WORKING UNIT STRESSES FOR WOODS
647
FLITCHED BEAMS OR FLITCHPLATE GIRDERS
655
STRENGTH AND STIFFNESS OF CONTINUOUS GIRDERS BY CHARLES P WARREN LATE ASSISTANT PROFESSOR OF ARCHITECTURE C...
671
DEFLECTION OF CONTINUOUS GIRDERS 3 BENDING MOMENTS OF CONTINUOUS GIRDERS
673
NOTES ON REACTIONS STRENGTH AND STIFFNESS OF CONTINUOUS GIRDERS
675
FORMULAS FOR THE STRENGTH AND STIFFNESS OF CONTINUOUS GIRDERS
676
CONTINUOUS GIRDERS IN GRILLAGE FOUNDATIONS CHAPTER XX
678
RIVETED STEEL PLATE AND BOX GIRDERS BY CHARLES P WARREN LATE ASSISTANT PROFESSOR OF ARCHITECTURE COLUMBIA ...
681
DETAILS OF CONSTRUCTION OF PLATE AND BOX GIRDERS
682
DESIGN OF PLATE AND BOX GIRDERS
683
EXPLANATION OF TABLES
688
EXAMPLES OF PLATE AND BOX GIRDERS
697
TABLES USED IN THE DESIGN OF PLATE AND BOX GIRDERS
702
683
704
688
705
STRENGTH AND STIFFNESS OF WOODEN FLOORS BY THOMAS NOLAN PROFESSOR OF ARCHITECTURAL CONSTRUCTION UNIVERSI...
717
459
733
WIRE
769
STEEL AND IRON STRUCTURAL MEMBERS IN WAREHOUSECONSTRUCTION
780
CONNECTION OF FLOORBEAMS AND GIRDERS
789
FORM AND MATERIAL OF POSTCAPS
795
PARTITIONS
801
COST OF BRICK MILLBUILDINGS OF SLOWBURNING CONSTRUCTION
808
FIRERESISTANCE OF MATERIALS
819
GIRDERLESS FLOORS
993
TYPES OF WOODEN TRUSSES
1007
TYPES OF STEEL TRUSSES
1025
ARCHED TRUSSES
1035
CANTILEVER TRUSSES
1043
EXAMPLES OF THE COMPUTATION OF ROOFLOADS
1054
DESIGN AND CONSTRUCTION OF ROOF TRUSSES BY MALVERD A HOWE PROFESSOR EMERITUS OF CIVIL ENGINEERING ROSE POL...
1138
DESIGN OF WOODEN TRUSSES
1143
DESIGN OF STEEL TRUSSES
1145
JOINTS OF WOODEN TRUSSES 4 JOINTS OF STEEL TRUSSES 5 PURLINS AND PURLINCONNECTIONS 1138 1144
1149
1174
1171
CONDITIONS DETERMINING OR AFFECTING WINDBRACING
1172
GENERAL THEORY OF WINDBRACING
1173
ARRANGEMENT OF WINDBRACING 5 TYPES OF WINDBRACING
1174
COMPUTATION OF WINDSTRESSES 7 ILLUSTRATION OF METHOD OF COMPUTING WINDSTRESSES
1176
ANALYSIS OF STRESSES IN DIFFERENT TYPES OF WINDBRACING
1179
COMBINATION OF DEAD AND LIVE LOADS WITH WINDLOAD
1183
WINDBRACING OF WATERTOWERS AND SIMILAR STRUCTURES
1184
RECENT EXAMPLES OF WINDBRACING IN TALL BUILDINGS
1187
CHAPTER XXX
1194
WIRE ROPE
1195
TENSIONMEMBERS
1201
6
1247
461
1253
DRAFT AND DRAFTLOSS
1273
HYDRAULICS PLUMBING AND DRAINAGE
1381
PRIVATE WATERSUPPLY PUMPS
1390
FIRESTREAMS
1397
305
1403
GENERAL PRINCIPLES
1437
480
1439
ILLUMINATIONCONSTANTS
1445
SELECTION OF ILLUMINANTS
1452
GENERAL CONSIDERATION AND DEFINITIONS ELECTRICLIGHTING SYSTEMS USED FOR SUPPLYING THE ELECTRICAL ENERGY
1457
WIRECALCULATIONS
1469
EXAMPLE OF WIRING
1476
SPECIFICATION FOR INTERIOR WIRING
1482
COEFFICIENTS OF ABSORPTION
1488
PHOTOGRAPHING AIRDISTURBANCES
1495
WIREGAUGES AND METALGAUGES
1509
482
1510
309
1512
311
1522
NAILS AND SCREWS
1529
DATA ON EXCAVATING
1536
LIME
1548
LATHING AND PLASTERING
1554
BUILDING PAPERS BUILDING FELTS AND QUILTS
1564
WINDOWGLASS AND GLAZING
1573
MEMORANDA ON ROOFING
1581
MEMORANDA ON TILING
1604
ESTIMATING THE COST OF BUILDINGS
1611
QUANTITY SYSTEM OF ESTIMATING DIMENSIONS AND DATA USEFUL IN THE PREPARATION OF ARCHITECTS DRAW
1635
GENERAL
1643
CHAINS
1649
ELEVATOR SERVICE IN BUILDINGS
1659
MAILCHUTES
1677
MECHANICAL REFRIGERATION
1684
MATERIAL
1694
TOWERCLOCKS
1695
LIGHTNINGCONDUCTORS
1704
WATERPROOFING FOR FOUNDATIONS
1709
FORCE OF THE WIND
1717
LOADS
1724
BELLS
1725
STANDARD DOCUMENTS OF THE AMERICAN INSTITUTE OF ARCHITECTS
1748
ARCHITECTURAL COMPETITIONS 1733
1768
EDUCATIONAL INSTITUTIONS GIVING COURSES IN ARCHITECTURE
1779
ARCHITECTURAL SOCIETIES
1788
GLOSSARY
1796
1194
1857
1195
1859
GEOLOGICAL CONSIDERATIONS
1876
1054
1895
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Page 2 - Multiply the divisor, thus augmented, by the last figure of the root, and subtract the product from the dividend, and to the remainder bring down the next period for a new dividend.
Page 62 - To three times the square of the radius of its base add the square of its height; multiply this sum by the height and the product by 0.5236.
Page 36 - A circle is a closed plane curve, all points of which are equidistant from a point within called the center.
Page 244 - The question of the conductivity of concrete is one which requires further study and investigation before a definite rate for different classes of concrete can be fully established. However, for ordinary conditions it is recommended that the metal in girders and columns be protected by a minimum of 2 in.
Page 235 - The cement shall be stored in such a manner as to permit easy access for proper inspection and identification of each shipment. 5. Every facility shall be provided by the contractor and a period of at least twelve days allowed for the inspection and necessary tests.
Page 61 - To find the solidity, or volume, of a cylinder. RULE. — Multiply the area of the base by the altitude, and the product will be the solidity or volume.
Page 34 - Polygons A POLYGON is a portion of a plane bounded by straight lines. A TRIANGLE is a polygon of three sides. A...
Page 37 - To find the area of a trapezoid. RULE. Multiply half the sum of the two parallel sides "by the perpendicular distance between them : the product will be the area.
Page 381 - Rivet steel, and steel for plates or angles over % in. in thickness which are to be punched, shall be made by the open-hearth process. II. CHEMICAL PROPERTIES AND TESTS Chemical Composition 2.
Page 39 - To find the diameter of a circle when the circumference is given. Rule. Divide the circumference by 3.1416, or for a very close approximate result, multiply by 7 and divide by 22.

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