The Theory and Practice of Modern Framed Structures: Designed for the Use of Schools and for Engineers in Professional Practice, Deel 1

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J. Wiley & sons, 1910
 

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THIRD The method oF SECTIONS Algebraic method
68
ANALYSIS OF ROOF TRUSSES SECTION I FORMS OF TRUSSES 51 FORMS OF TRUSSES
77
DEAD LOAD
79
LIVE LOAD
82
APEX LOADS
87
REACTIONS SECTION II LOADS AND REACTIONS SECTION III ANALYSIS OF TRUSSES 56 GENERAL METHODS
88
ANALYSIS OF A HOWE ROOF TRUSS
89
ANALYSIS OF A FINK TRUSS
94
ANALYSIS OF A QUADRANGULAR TRUSS
99
ANALYSIS OF AN ARCH TRUSS
105
ANALYSIS OF A SAWTOOTH ROOF TRUSS
107
TRUSSES WITH UNSYMMETRICAL LOADS PAGE
109
Calculation of maximum reaction
116
BENDING MOMENT IN A BEAM Influence line
122
TRUSSES WITH HORIZONTAL CHORDS AND SINGLE WEB SYSTEMS ART PAGE 75 GENERAL METHOD OF DETERMINING CHORD ST...
131
Graphical treatment
132
77
133
Bending moments due to a uniform load
134
79
136
Maximum and minimum stresses
137
82
138
Graphical determination of shears
140
THE WARREN TRUSS WITH VERTICALS
146
THE PRATT TRUSS
147
87
152
89
154
USE OF COEFFICIENTS IN CALCULATING STRESSES
155
TRUSSES WITH INCLINED CHORDS AND SINGLE WEB SYSTEMS 91 COMPONENTS OF STRESSES IN INCLINED MEMBERS
156
CHORD STRESSES
157
WEB STRESSES
158
94
160
GRAPHICAL METHODS OF ANALYSIS
161
ANALYSIS OF A CURVEDCHORD PRATT TRUSS
163
99
167
The Pegram truss
168
100
169
CHAPTER IV
171
THE SINGLE EQUIVALENT UNIFORM LOAD PAGE
172
METHODS OF ANALYSIS 64 MODERN TYPES OF TRUSSES 65 COMPONENT PARTS OF A BRIDGE TRUSS 66 THE DEAD LOAD 67 THE L...
173
THE TRIPLEINTERSECTION TRUSS
174
Advantages of such an equivalent load system
175
THE LATTICE TRUSS
176
TRUSSES WITH SUBDIVIDED PANELS 106 THE BALTIMORE TRUSS
177
THE PETTIT TRUSS
181
THE COMPOUND TRIANGULAR TRUSS
183
SKEWBRIDGES ART PAGE 109 SKEWBRIDGES
185
CHAPTER V
187
OTHER LOADS AND FORCES 69 APEX LOADS AND REACTIONS 70 DIVISION OF SUBJECTS
189
115
190
117
191
118
192
Calculation of moment
202
Influence line
203
Calculation of moment
204
Calculation of floorbeam load
205
SHEAR IN ANY PANEL
206
THE DISPLACEMENT OF ANY JOINT OF A FRAMED STRUCTURE
207
Calculation of shears
208
Second method of calculation
209
DEFLECTION DUE TO STRESSES
210
DEFLECTION DUE TO TEMPERATURE CHANGES
211
DEFLECTION DUE TO LOOSENESS OF JOINTS OR ERRORS IN LENGTHS
212
DEFLECTION EXPRESSED AS A FUNCTION OF WORK
213
DEFLECTION OF STRUCTURES CONTAINING BEAMS
214
MOMENTS IN A WARREN TRUSS
215
DEFLECTION FORMULA FOR A PRATT TRUSS
216
Relative deflection from web and chord stresses
217
HEIGHT OF TRUSS FOR MAXIMUM STIFFNESS AND ECONOMY
218
GRAPHICAL METHOD OF DETERMINING DISPLACEMENTS
219
MAXWELLS LAW OF RECIPROCAL DEFLECTIONS SECTION II STRESSES IN REDUNDANT MEMBERS
220
GENERAL PRINCIPLES
221
STRUCTURES WITH ONE REDUNDANT MEMBER
222
Graphical methods of calculation
223
Effect of errors of length
224
STRUCTURES WITH TWO OR MORE REDUNDANT MEMBERS
225
THE PRINCIPLE OF LEAST WORK APPLIED TO REDUNDANT MEMBERS PAGE
226
GENERAL TREATMENT OF WEB STRESSES
233
DOUBLEINTERSECTION TRUSSES The Whipple truss
239
Moments shears and floorbeam concentrations for Coopers E50
245
INTRODUCTION
246
CHAPTER VI
256
LATERAL SYSTEMS NECESSARY FOR COMPLETE BRACING
257
THE WIND PRESSURE
258
STRESSES IN PORTAL BRACING
260
Portals with fixed end posts
267
Summary of portal stresses
268
EFFECT OF PORTAL STRESSES ON VERTICAL TRUSSES 189 SKEWPORTALS
270
OVERTURNING EFFECT OF WIND PRESSURE ON TRAINS
271
TRANSVERSE OR SWAYBRACING
272
END BRACING FOR DECKBRIDGES 193 STRESSES IN BRIDGES ON CURVES 194 Amount of centrifugal force 195 Stresses due to centrifugal f...
273
274
274
PORTAL FRAMES WITH POSTS FIXED AT THE BASE BUT UPPER ENDS NOT FIXED
283
FRAMED BENTS IN BUILDINGS
285
STRESSES IN TRESTLE TOWERS 202 Inclined bent Stresses in a single vertical bent
286
Stresses at the pedestals 204 TOWERS POLYGONAL IN PLAN 205 Stresses due to vertical loads
290
Stresses due to wind pressure
291
298
298
Graphical treatment 74 SHEARS
323
290
327
291
328
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The Theory and Practice of Modern Framed Structures: Designed for ..., Deel 1
John Butler Johnson,Charles Walter Bryan,Frederick Eugene Turneaure
Volledige weergave - 1910
The Theory and Practice of Modern Framed Structures: Designed for ..., Deel 1
John Butler Johnson,Charles Walter Bryan,Frederick Eugene Turneaure
Volledige weergave - 1910
The Theory and Practice of Modern Framed Structures: Designed for ..., Deel 1
John Butler Johnson,Charles Walter Bryan,Frederick Eugene Turneaure
Volledige weergave - 1910
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Veelvoorkomende woorden en zinsdelen

a₁ analysis applied assumed bending moment bracing bridge centre centrifugal force chord joints chord members chord stresses comp compression compression members compressive stress concentrated loads considered counters dead dead-load stresses deflection determined diagonals distance equal equation equilibrium polygon equivalent load equivalent uniform load floor beams G₁ G₂ girder given gives a maximum graphical hence influence line intersection joint load live-load stresses loaded chord lower chord maximum positive shear maximum shear maximum stress method of moments minimum negative shear number of panels ordinate P₁ P₂ panel length panel load panel point parabola point of inflection portal position of loads pounds Pratt truss R₁ reaction redundant member S₁ shear in panel shown in Fig span structure tensile stress upper chord vert vertical component vertical load Warren truss wheel y₁ zero

Bibliografische gegevens

TitelThe Theory and Practice of Modern Framed Structures: Designed for the Use of Schools and for Engineers in Professional Practice, Deel 1
The Theory and Practice of Modern Framed Structures: Designed for the Use of Schools and for Engineers in Professional Practice, Frederick Eugene Turneaure
AuteursJohn Butler Johnson, Charles Walter Bryan, Frederick Eugene Turneaure
Editie9
UitgeverJ. Wiley & sons, 1910
Oorspronkelijk uitHarvard University
Gedigitaliseerd16 okt 2007
  
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