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

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John Wiley & Sons, Incorporated, 1921 - Architecture - 1907 pages
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Great resource for restorations!

Contents

PAGE
31
METRIC CONVERSION TABLES
34
GEOMETRICAL PROBLEMS
66
1727
87
HIP AND JACKRAFTERS
90
1708
104
INTRODUCTION
121
XX
124
DEFINITIONS OF SOME OF THE TERMS USED IN MECHANICS OF MATERIALS
127
COMPOSITION AND CLASSIFICATION OF ROCKS
130
GEOLOGY OF EARTHY MATERIAL
132
MATERIALS COMPOSING FOUNDATIONBEDS
134
CHARACTERISTICS OF THE MATERIALS OF FOUNDATIONBEDS
135
ALLOWABLE LOADS ON MATERIALS OF FOUNDATIONBEDS
140
UNIT LOADS ON FOUNDATIONBEDS ALLOWED BY BUILDING CODES
142
LOADINGTESTS
145
TOPOGRAPHICAL AND SPECIAL CONDITIONS
146
LOADS COMING ON THE FOOTINGS
148
ASSUMED LOADS SPECIFIED BY BUILDING CODES
151
PROPORTIONING SUPPORTING AREAS FOR EQUAL SETTLEMENT
152
DETERMINING THE SUPPORTING AREAS
160
OFFSET FOOTINGS
163
THE USE OF CANTILEVERS IN FOUNDATIONS
165
STRESSES IN FOOTING COURSES
169
METHODS OF CALCULATING BENDINGSTRESSES IN WALLFOOTINGS
172
BENDING MOMENTS IN FOOTINGS OF COLUMNS AND PIERS
176
DESIGN OF THE FOOTINGS
178
STEEL GRILLAGE IN FOUNDATIONS
181
REINFORCEDCONCRETE FOOTINGS
186
GENERAL CONDITIONS AFFECTING FOUNDATIONS AND FOOTINGS
188
CONCRETEPILE FOUNDATIONS
196
FOUNDATION PIERS AND FOUNDATION WALLS
200
PROTECTION OF ADJOINING STRUCTURES
214
CHAPTER III
223
CELLAR WALLS AND BASEMENT WALLS
228
WALLS OF THE SUPERSTRUCTURE
229
NATURAL CEMENTS
235
ARTIFICIAL CEMENTS
236
CONCRETE
240
CHAPTER IV
252
RETAININGWALLS
255
BREASTWALLS
262
VAULTWALLS
263
CHAPTER VI
288
CHAPTER VII
297
Contents
300
CHAPTER VIII
305
GRAPHIC METHOD FOR DETERMINING BENDING MOMENTS IN BEAMS
328
AREAS MOMENTS OF INERTIA SECTIONMODULI AND RADII OF GYRATION
334
RADII OF GYRATION OF COMPOUND SECTIONS
344
DIMENSIONS MOMENTS OF INERTIA RADII OF GYRATION AND SECTIONMODULI
352
CHAPTER XI
375
STANDARD SPECIFICATIONS FOR STRUCTURAL STEEL FOR BUILDINGS
383
WIRE
400
COTTON HEMP AND MANILA ROPE
406
RESISTANCE TO SHEAR RIVETED JOINTS
411
SHEAR
421
STRENGTH OF BOLTS IN WOODEN TRUSSES AND GIRDERS
435
BEARINGPLATES AND BASES
443
ECCENTRIC LOADING OF WOODEN COLUMNS
449
CHAPTER XXII
454
WOODEN MILL AND WAREHOUSE CONSTRUCTION
455
DESIGN OF CASTIRON COLUMNS
456
PAGE
469
DESIGN OF STEEL COLUMNS EXAMPLES
483
STRENGTH OF STEEL COLUMNS FORMULAS
527
737
528
756
543
ECCENTRIC LOADING OF STEEL COLUMNS
545
STRENGTH OF BEAMS AND BEAM GIRDERS
555
STEEL BEAMS AND GIRDERS
564
CHAPTER XXIV
565
TABLES OF SAFE LOADS FOR STEEL BEAMS AND GIRDERS EXAMPLES
570
FRAMING AND CONNECTING STEEL BEAMS AND GIRDERS
612
CONNECTION OF FLOORBEAMS AND GIRDERS
616
CHAPTER XVI
620
SECTIONS STRESSES BUCKLING AND DEFLECTION OF WOODEN BEAMS
627
FLEXURAL STRENGTH OF BEAMS
633
WORKING UNIT STRESSES FOR WOODS
647
FLITCHED BEAMS OR FLITCHPLATE GIRDERS
655
STIFFNESS AND DEFLECTION OF BEAMS BY CHARLES P WARREN LATE ASSISTANT PROFESSOR OF ARCHITECTURE COLUMBIA UN...
663
FORMULAS FOR LOADS BASED UPON THE STIFFNESS OF BEAMS
665
RELATIVE STIFFNESS OF BEAMS
666
CYLINDRICAL BEAMS 5 SAFE LOADS FOR WOODEN BEAMS FOR A GIVEN DEFLECTION 6 NOMINAL AND STANDARD SIZES OF WO...
667
STRENGTH AND STIFFNESS OF CONTINUOUS GIRDERS BY CHARLES P WARREN LATE ASSISTANT PROFESSOR OF ARCHITECTURE C...
671
BENDING MOMENTS OF CONTINUOUS GIRDERS
673
DEFLECTION OF CONTINUOUS GIRDERS
674
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
678
CHAPTER XX
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 OF AND STIFFNESS WOODEN FLOORS BY THOMAS NOLAN PROFESSOR OF ARCHITECTURAL CONSTRUCTION UNIVERSI...
717
A P STRADLING MANAGER PHILADELPHIA SUBURBAN UNDERWRITERS ASSOCIATION 1 MILLCONSTRUCTION
758
WHAT MILLCONSTRUCTION IS 3 WHAT MILLCONSTRUCTION IS
759
STANDARD MILLCONSTRUCTION
760
BELTS STAIRWAYS AND ELEVATORTOWERS
764
STANDARD STOREHOUSECONSTRUCTION
765
EXAMPLE OF ONESTORY WORKSHOP
769
SAWTOOTH ROOFCONSTRUCTION
772
MILLCONSTRUCTION AS APPLIED TO WAREHOUSES
777
STEEL AND IRON STRUCTURAL MEMBERS IN WAREHOUSECONSTRUCTION
780
STRUCTURAL DETAILS OF MILLCONSTRUCTION AS APPLIED TO FACTORIES AND WAREHOUSES 758 758 759 760 764 765 769 772 77...
782
FORM AND MATERIAL OF POSTCAPS
795
ROOFINGMATERIALS
800
PARTITIONS 800 801 19 DOORS AND SHUTTERS 801 20 FIREPROTECTION
801
COST OF MILLS AND FACTORIES BUILT ON THE SLOWBURNING PRINCIPLE
802
COST OF BRICK MILLBUILDINGS OF SLOWBURNING CONSTRUCTION 801 802
808
CHAPTER XXIII
811
REINFORCEDCONCRETE CONSTRUCTION
812
EXTINGUISHING DEVICES AND PRECAUTIONARY MEASURES
903
BELLS
904
RUDOLPH P MILLER SUPERINTENDENT OF BUILDINGS BOROUGH OF MANHATTAN NEW YORK CITY 1 INTRODUCTORY NOTES
906
MATERIALS USED IN REINFORCEDCONCRETE CONSTRUCTION 3 DESIGN OF REINFORCEDCONCRETE CONSTRUCTION 4 TYPES OF R...
907
REINFORCEDCONCRETE FACTORY AND MILL CONSTRUCTION BY EMILE G PERROT MEMBER OF AMERICAN SOCIETY OF CIVIL EN...
968
GENERAL PRINCIPLES AND DETAILS 2 DESIGN OF FLOOR SYSTEM
971
DESIGN OF SPANDREL BEAMS 4 COLUMNS AND PIERS
977
FOUNDATIONS AND FOOTINGS 6 STAIRDESIGN
983
DIAGRAMS AND FORMULAS FOR BEAMS AND SLABS 8 GIRDERLESS FLOORS
993
CHAPTER XXVI
998
TYPES OF WOODEN TRUSSES
1023
TYPES OF STEEL TRUSSES
1025
ARCHED TRUSSES
1035
CANTILEVER TRUSSES
1043
CHAPTER XXVII
1046
DETERMINATION OF STRESSES BY COMPUTATION 2 EXAMPLES OF THE COMPUTATION OF ROOFLOADS 1 ROOFLOADS DATA WEI...
1047
EXAMPLES SHOWING USE OF TABLES IN STRESSCOMPUTATIONS
1065
DETERMINATION OF STRESSES IN ROOFTRUSSES BY GRAPHIC METHODS
1075
DETERMINATION OF WINDLOAD STRESSES 1065
1109
TRUSSES WITH KNEEBRACES
1116
ARCHED TRUSSES
1118
TRUSSED ARCHES
1129
ARCHES WITH SOLID RIBS 1116 1118 1121
1132
INFLUENCELINES FOR SIMPLE BEAMS AND TRUSSES
1134
SECONDARY STRESSES IN TRUSSMEMBERS
1137
CHAPTER XXVIII
1138
968
1143
DESIGN OF STEEL TRUSSES
1145
JOINTS OF WOODEN TRUSSES
1155
JOINTS OF STEEL TRUSSES
1160
PURLINS AND PURLINCONNECTIONS 1138 1144 1149 1160
1169
CHAPTER XXIX
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
CHAPTER XXXI
1213
VAULTS
1233
PART III
1245
971
1251
FUELS AND COMBUSTION
1256
975
1263
DIRECT STEAM HEATING
1273
GRAVITY INDIRECT HEATING
1291
DIRECT HOTWATER HEATING
1302
FURNACE HEATING
1310
HOTBLAST HEATERS
1325
DESIGN OF AIRDUCTS
1333
APPLICATION OF HOTBLAST HEATING DATA
1341
811
1344
94
1347
95
1357
DRAFT AND DRAFTLOSS
1364
814
1369
REINFORCEDCONCRETE CHIMNEYS
1373
LIST OF TALL CHIMNEYS
1379
822
1385
PRIVATE WATERSUPPLY PUMPS
1390
FIRESTREAMS
1397
976
1403
PLUMBING DEFINITIONS AND REQUIREMENTS
1407
PLUMBING SPECIALTIES
1420
ILLUMINATINGGAS
1431
ASSOCIATE PROFESSOR OF ELECTRICAL ENGINEERING MASSACHUSETTS
1437
STANDARD SYMBOLS FOR GASPIPING PLANS
1445
ILLUMINATIONCONSTANTS
1451
GENERAL CONSIDERATION AND DEFINITIONS
1457
ELECTRICLIGHTING SYSTEMS USED FOR SUPPLYING THE ELECTRICAL ENERGY
1464
EXAMPLE OF WIRING
1476
SPECIFICATION FOR INTERIOR WIRING
1482
SPECIFIC GRAVITY
1500
978
1508
NAILS AND SCREWS
1529
DATA ON EXCAVATING
1536
LIME
1548
LATHING AND PLASTERING
1554
826
1562
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
1635
GENERAL
1643
866
1656
ELEVATOR SERVICE IN BUILDINGS
1659
MAILCHUTES
1677
MECHANICAL REFRIGERATION
1684
TOWERCLOCKS
1695
LIGHTNINGCONDUCTORS
1704
CHAINBLOCKS HOISTS AND HOOKS
1708
FORCE OF THE WIND
1717
SYMBOLS FOR THE APOSTLES AND SAINTS
1727
ARCHITECTURAL COMPETITIONS
1733
REGISTRATION OF ARCHITECTS
1768
EDUCATIONAL INSTITUTIONS GIVING COURSES IN ARCHITECTURE
1788
GLOSSARY
1796
MATERIAL
1806
LOADS
1826
1194
1857
PRACTICAL
1858
1195
1859
893
1873
201
1875
984
1883
993
1884
903
1885
998
1889
1046
1894
1058
1895
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Page 11 - 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 390 - This analysis shall be made from a test ingot taken during the pouring of the melt. The chemical composition thus determined shall be reported to the purchaser or his representative, and shall conform to the requirements specified in section 2.
Page 296 - The moment of a force about any point is the product of the magnitude of the force and the perpendicular distance from the point to the line of action of the force.
Page 244 - The cement shall be stored in such a manner as to permit easy access for proper inspection and identification of each shipment, and in a suitable weather-tight building which will protect the cement from dampness.
Page 244 - Portland cement is the product obtained by finely pulverizing clinker produced by calcining to incipient fusion an intimate and properly proportioned mixture of argillaceous and calcareous materials, with no additions subsequent to calcination excepting water and calcined or uncalcined gypsum.
Page 235 - Buildings having jurisdiction, inverted arches resting on a proper bed of concrete, both designed to transmit with safety the superimposed loads, shall be turned between the piers. The thrust of the outer piers shall be taken up by suitable wrought iron or steel rods and plates.
Page 242 - A natural-cement mortar, in order to comply with the requirements of the standard specifications of the American Society for Testing Materials...
Page 244 - The specific gravity of cement shall be not less than 3.10 (3.07 for white portland cement). Should the test of cement as received fall below this requirement, a second test may be made upon an ignited sample.
Page 392 - The finished material shall be free from injurious defects and shall have a workmanlike finish. VI. MARKING Marking 12.
Page 44 - A circle is a closed plane curve, all points of which are equidistant from a point within called the center.

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