The Architects' and Builders' Pocket-book: A Handbook for Architects, Structural Engineers, Builders and Draughtsmen

Передня обкладинка
J. Wiley & Sons, 1915 - 1907 стор.
 

Зміст

ALLOWABLE LOADS ON MATERIALS OF FOUNDATIONBEDS
140
TOPOGRAPHICAL AND SPECIAL CONDITIONS
146
PROPORTIONING SUPPORTING AREAS FOR EQUAL SETTLEMENT
152
DETERMINING THE SUPPORTING AREAS
160
STRESSES IN FOOTING COURSES
169
BENDING MOMENTS IN FOOTINGS OF COLUMNS AND PIERS
176
STEEL GRILLAGES IN FOUNDATIONS
181
WOODENPILE FOUNDATIONS
188
FOUNDATION PIERS AND FOUNDATION WALLS
200
PROTECTION OF ADJOINING STRUCTURES
214
CHAPTER III
223
WALLS OF THE SUPERSTRUCTURE
229
NATURAL CEMENTS
235
CHAPTER IV
252
CRUSHING STRENGTH OF STONEWORK BRICKWORK BRICKS ETC
265
STRENGTH OF TERRACOTTA AND TERRACOTTA PIERS
276
COMPRESSIVE STRENGTH OF MORTARS AND CONCRETES
282
CHAPTER VI
288
CHAPTER VII
297
CHAPTER VIII
305
GRAPHICAL DETERMINATION OF THE STABILITY OF ARCHES
311
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
STRENGTH OF PINS IN TRUSSES
423
STRENGTH OF BOLTS IN WOODEN TRUSSES AND GIRDERS
429
CHAPTER XIII
440
CHAPTER XIV
448
METAL CAPS AND BOLSTERS FOR WOODEN COLUMNS
454
TYPES FORMS AND CONNECTIONS OF STEEL COLUMNS
467
TABLES OF SAFE LOADS FOR CASTIRON COLUMNS EXAMPLES
480
ECCENTRIC LOADING OF STEEL COLUMNS
485
CHAPTER XVIII
663
CONTINUOUS GIRDERS IN GRILLAGE FOUNDATIONS
678
EXPLANATION OF TABLES
688
TABLES USED IN THE DESIGN OF PLATE AND BOX GIRDERS
702
CHAPTER XXI
717
DETERMINATION OF SIZES OF JOISTS BEAMS OR GIRDERS
724
SAFE LOADS FOR PLANK FLOORING
730
TABLES FOR MAXIMUM SPANS FOR FLOORJoists
737
DETERMINATION OF STRENGTH OF AN EXISTING FLOOR
747
COMPARATIVE STRENGTHS OF DIFFERENT TYPES OF JOISTHANGERS
756
WOODEN MILL AND WAREHOUSE CONSTRUCTION BY A P STRADLING MANAGER PHILADELPHIA SUBURBAN UNDERWRITERS ASS...
758
WHAT MILLCONSTRUCTION IS NOT
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
783
STRUCTURAL DETAILS OF MILLCONSTRUCTION AS APPLIED TO FACTORIES AND WAREHOUSES
783
CONNECTION OF FLOORBEAMS AND GIRDERS
789
WALLSUPPORTS AND ANCHORS FOR JOISTS AND GIRDERS
792
WEAKNESS OF WROUGHTIRON STIRRUPS WHEN EXPOSED TO FIRE
794
POST AND GIRDERCONNECTIONS
795
ROOFINGMATERIALS
800
PARTITIONS
801
COST OF MILLS AND FACTORIES BUILT ON THE SLOWBURNING PRINCIPLE
802
Cost of BRICK MILLBUILDINGS OF SLOWBURNING CONSTRUCTION
808
CHAPTER XXIII
811
FIRERESISTANCE OF MATERIALS
814
COLUMNPROTECTION
822
FIREPROOF FLOORCONSTRUCTION
827
DESIGN OF REINFORCEDConcrete CONSTRUCTION
927
CHAPTER XXV
968
STAIRDESIGN
983
GIRDERLESS FLOORS
993
CHAPTER XXVI
998
TYPES OF STEEL TRUSSES
1025
ARCHED TRUSSES
1035
CANTILEVER TRUSSES
1043
EXAMPLES OF THE COMPUTATION OF ROOFLOADS
1054
EXAMPLES SHOWING USE OF TABLES IN STRESSCOMPUTATIONS
1065
DETERMINATION OF WINDLOAD STRESSES
1109
TRUSSES WITH KNEEBRACES
1116
ARCHES WITH SOLID RIBS
1132
DESIGN OF STEEL TRUSSES
1144
JOINTS OF STEEL TRUSSES
1160
PURLINS AND PURLINCONNECTIONS
1169
COMPUTATION OF WINDSTRESSES
1176
COMBINATION OF DEAD AND LIVE LOADS WITH WINDLOADS
1183
PART III
1195
SYSTEMS OF HEATING
1211
DIRECT RADIATION
1217
SYSTEMS OF PIPING FOR STEAMHEATING
1231
THE VACUUM SYSTEMS OF HEATING
1233
HEAT FROM RADIATING SURFACE
1240
FURNACEHEATING
1251
SPECIFICATIONS FOR STEAMHEATING
1262
TABLES FOR HOTAIR STACKS REGISTERS STEAMPIPING ETC
1266
SMOKEPREVENTION
1276
CHIMNEYS FOR POWERPLANTS
1288
HYDRAULICS PLUMBING AND DRAINAGE
1295
PRIVATE WATERSUPPLY PUMPS
1304
FIRESTREAMS
1311
PLUMBING DEFINITIONS AND REQUIREMENTS
1321
PLUMBING SPECIALTIES
1334
ILLUMINATINGGAS
1345
GENERAL PRINCIPLES
1351
STANDARD SYMBOLS FOR GASPIPING PLANS
1359
ILLUMINATIONCONSTANTS
1365
GENERAL CONSIDERATIONS AND DEFINITIONS
1371
ELECTRIC LIGHTING SYSTEMS COMMONLY USED FOR SUPPLYING THE ELECTRICAL
1378
EXAMPLE OF WIRING
1390
SPECIFICATIONS FOR INTERIOR WIRING
1396
COEFFICIENTS OF ABSORPTION
1402
PHOTOGRAPHING AIR DISTURBANCES
1409
WIREGAUGES AND METALGAUGES
1423
NAILS AND SCREWS
1443
DATA ON EXCAVATING
1450
LIME
1462
LATHING AND PLASTERING
1468
BUILDING PAPERS BUILDING FELTS AND QUILTS
1478
WINDOWGLASS AND GLAZING
1487
MEMORANDA ON ROOFING
1495
MEMORANDA ON TILING
1518
DATA ON STRUCTURAL STEEL
1524
QUANTITY SYSTEM OF ESTIMATING
1555
ELEVATOR SERVICE IN BUILDINGS
1579
MAILCHUTES
1597
MECHANICAL REFRIGERATION
1604
TOWERCLOCKS
1615
LIGHTNINGCONDUCTORS
1624
FORCE OF THE WIND
1637
CHAINBLOCKS
1643
ARCHITECTURAL COMPETITIONS
1652
STANDARD DOCUMENTS OF THE AMERICAN INSTITUTE OF ARCHITECTS
1667
ARCHITECTS LICENSE LAW STATE OF ILLINOIS
1685
ARCHITECTURAL SOCIETIES
1696
LIST OF VALUABLE BOOKS FOR ARCHITECTS
1703
PERIODICALS DEVOTED TO ARCHITECTURE
1710
ARCHITECTURAL TERMS USED IN LAW
1768

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Сторінка 67 - 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.
Сторінка 8 - 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.
Сторінка 45 - To compute the length of a side of a regular polygon inscribed in a given circle, when the radius of the circle is given. Rule. Multiply the radius of the circle by the number opposite the name of the polygon in column C of table.
Сторінка 41 - A POLYGON is a portion of a plane bounded by straight lines. The straight lines are the sides of the polygon.
Сторінка 902 - A third pat is exposed in any convenient way in an atmosphere of steam, above boiling water, in a loosely closed vessel for five hours. These...
Сторінка 42 - Trapezoid Fig. 10. Parallelogram A parallelogram whose sides are not equal and whose angles are not right angles is called a RHOMBOID (Fig. 11); when the sides are all equal, but the angles are not right angles, it is called a RHOMBUS (Fig. 12), and when the angles are right angles, it is called a RECTANGLE (Fig. 13). A rectangle, all of whose sides are equal, is called a SQUARE (Fig. 14). Polygons, all of whose si-lcs are equal, are called REGULAR POLYGONS.
Сторінка 65 - Add the areas of the two ends. To compute the area of the surface of a pyramid. Rule. Multiply the perimeter of the base by onehalf the slant-height and add to the product the area of the base. To compute the area of the surface of the frustum of a pyramid. Rule. Multiply the sum of the...
Сторінка 64 - AND ALSO THE AREA OF THE TRIANGLE FORMED BY THE CHORD OF THE SEGMENT AND THE RADII OF THE SECTOR. THEN...
Сторінка 31 - NAUTICAL MEASURE. A nautical or sea mile is the length of a minute of longitude of the earth at the equator at the level of the sea. It is assumed = 6086.07 feet = 1.152664 statute or land miles by the United Stites Coast Survey.
Сторінка 8 - The Cube of a Number is the product obtained by multiplying the number by itself, and that product by the number again; thus, the cube of 14 = 14

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