Elementary theory of structures : (a reviewer /text) / Cecilia R. Angeles

By: Angeles, Cecilia R [author]Material type: TextTextPublication details: Manila, Philippines : Merriam & webster Bookstore, Inc., c1985Description: 295 pages ; 22 cmISBN: 9713009800Subject(s): STRUCTURES -- BUILDINGS | ENGINEERINGLOC classification: TA 645 .A54 1985
Contents:
Chapter 1. General introduction -- Chapter 2. Equilibrium of Coplanar-Force systems -- Chapter 3. Shear and bending moment in beams -- Chapter 4. Analysis of statically determinate rigid frames and composite structures -- Chapter 5. Stresses in trusses -- Chapter 6. Analysis of roof trusses -- Chapter 7. Influence diagrams -- Chapter 8. Criteria for maxima: moving loads -- Chapter 9. Analysis of statistically indeterminate beams -- Chapter 10. Analysis of statically indeterminate rigid frames -- Chapter 11. Analysis of statically indeterminate trusses -- Chapter 12. The scope deflection method -- Chapter 13. Teh moment distribution method.
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Item type Current library Home library Collection Shelving location Call number Copy number Status Date due Barcode
Books Books LRC - Annex
National University - Manila
Gen. Ed. - COE Relegation Room FIL TA 645 .A54 1985 (Browse shelf (Opens below)) c.1 Available NULIB000012810
Books Books LRC - Annex
National University - Manila
Gen. Ed. - COE Relegation Room FIL TA 645 .A58 1985 (Browse shelf (Opens below)) c.1 Lost NULIB000012444

Chapter 1. General introduction -- Chapter 2. Equilibrium of Coplanar-Force systems -- Chapter 3. Shear and bending moment in beams -- Chapter 4. Analysis of statically determinate rigid frames and composite structures -- Chapter 5. Stresses in trusses -- Chapter 6. Analysis of roof trusses -- Chapter 7. Influence diagrams -- Chapter 8. Criteria for maxima: moving loads -- Chapter 9. Analysis of statistically indeterminate beams -- Chapter 10. Analysis of statically indeterminate rigid frames -- Chapter 11. Analysis of statically indeterminate trusses -- Chapter 12. The scope deflection method -- Chapter 13. Teh moment distribution method.

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