Lessons in Applied MechanicsMacmillan, 1891 - 512 páginas |
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Página xi
... BENDING AND SHEARING 238 246 253 259 261 274 275 Beams . Bending Moment . Shearing Force . Element- ary Cases . Diagrams 276 Examples , 291 CHAPTER XV DISTRIBUTED LOADS - PRINCIPLE OF SUPERPOSITION Examples of CONTENTS xi.
... BENDING AND SHEARING 238 246 253 259 261 274 275 Beams . Bending Moment . Shearing Force . Element- ary Cases . Diagrams 276 Examples , 291 CHAPTER XV DISTRIBUTED LOADS - PRINCIPLE OF SUPERPOSITION Examples of CONTENTS xi.
Página xii
... BEAMS Bending of a Beam of I Section 347 Bending in a Circular Arc . Distribution of Stress on Transverse Section . Neutral Axis . I Sections . Beams of equal Strength 349 Examples • 362 CHAPTER XIX BENDING ( Continued ) Equations of ...
... BEAMS Bending of a Beam of I Section 347 Bending in a Circular Arc . Distribution of Stress on Transverse Section . Neutral Axis . I Sections . Beams of equal Strength 349 Examples • 362 CHAPTER XIX BENDING ( Continued ) Equations of ...
Página xiii
... Beams of I Section . Approximate Methods . Beams of Uniform Strength 372 379 Examples 384 Shearing , R CHAPTER SHEARING G AND TORSION ivets . Pin Joints . Riveted Joints . Effici- ency of a Joint Normal and Tangential Stress ...
... Beams of I Section . Approximate Methods . Beams of Uniform Strength 372 379 Examples 384 Shearing , R CHAPTER SHEARING G AND TORSION ivets . Pin Joints . Riveted Joints . Effici- ency of a Joint Normal and Tangential Stress ...
Página 12
... beam ( Fig . 17 ) . The rules for the cylinder apply exactly . Lastly , though of minor importance , we will take— The Cone . RULE . — The volume of a cone is that of a cylinder on the same base , and of the same height . .. Volume ...
... beam ( Fig . 17 ) . The rules for the cylinder apply exactly . Lastly , though of minor importance , we will take— The Cone . RULE . — The volume of a cone is that of a cylinder on the same base , and of the same height . .. Volume ...
Página 14
... beam is 12 ins . The top flange is 6 " by 3 " , the bottom 9 ′′ by 1 ′′ , and the web is " thick . Find its weight per foot length . Ans . 55 lbs . PART I THE PRINCIPLE OF WORK CHAPTER I MOTION - 14 PRELIM . CHAP . APPLIED MECHANICS.
... beam is 12 ins . The top flange is 6 " by 3 " , the bottom 9 ′′ by 1 ′′ , and the web is " thick . Find its weight per foot length . Ans . 55 lbs . PART I THE PRINCIPLE OF WORK CHAPTER I MOTION - 14 PRELIM . CHAP . APPLIED MECHANICS.
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Términos y frases comunes
action actual angular velocity applied axle balance beam bearing belt bending body boom called centre circle coefficient compression connecting rod consider constant crank effort crank pin curve cylinder diagram diameter distance draw effect elastic Energy exerted engine equal equation example feet flange foot length friction ft.-lbs girder given hence Hooke's Law inch joint length lift load mean mean effective pressure measure moment of inertia moving neutral axis obtain ordinates parallel piece piston position plane practically preceding pressure produced pull pulley radius radius of gyration relative motion represent resistance result revolution revolutions per minute right angles rivet rope rotating scale screw shaft shearing shown simply sliding pair speed steam stress stroke surface tension tons turning pair velocity ratio W₁ weight wheel whole
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