000			02468 a2200253 4500
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020			_a529253
040			_aGAMADERO2 _bspa _cGAMADERO2
050	0	0	_aLCC
100			_aChu-Kia Wang
245			_aStatically indeterminate structures /
250			_a1
260			_bMcGraw-Hill _aMexico _c1965
300			_a424 _bilustraciones tablas y graficos _c21 x 15
490	0		_aSerie
505			_aPreface. CHAPTER I. General Introduction 1. Statically Determinate Structures vs, Statically Indeterminate Structures 2. Conditions of Geometry 3. The Method of Consistent Deformation 4. Other Methods of Analysis CHAPTER II. Deflection of Statically Determinate Beams and Frames 5. Common Methods 6. The Unit-load Method-Derivation of Basic Formula 7. The Unit-load Method-Application to Beam Deflections; Examples 1 to 6 8. The Unit-load Method-Application to Rotation of of Beams; Examples 9. Castigliano's Theorem Derivation 10. Use of Castigliano's Theorem to Find Beam Deflections or Rotations; Examples 13 and 14 11. The Unit-load Method-Application to Deflections and Rotations of Frames 12. Deflections and Rotations of Statically Determinate Frames Due to Movements of Supports. 13. The Moment-area Method-Derivation of Theorems 14. The Moment-area Method-Application to Beam Deflections and Rotations; Examples 17 to 20 Examples 21 and 22. 15. Special Case of Moment-area Method the Conjugate-beam Method; 16. The Moment-area Method-Application
520			_aStatically Determinate Structures vs. Statically Indeterminate Structures. Most structures fall into one of the following three classifica-tions: beams, frames, or trusses. A beam is a structural member sub-jected to transverse loads only, and it is completely analyzed when the shear and moment diagrams are found. A frame, or rigid frame, is a structure composed of members which are connected by rigid joints (welded joints, for instance). A frame is completely analyzed when the variations in direct stress, shear, and moment along the lengths of all members are found. A truss is a structure in which all members are usually considered to be connected by hinges, thus eliminating moment in the members. A truss is completely analyzed when the direct stresses in all members are determined
526			_aArquitectura
942			_cLIB _2ddc
945			_a1 _badmin _c1261 _dJenny Viridiana Quiroz Linares
999			_c2143 _d2143