Principles of Structural Design (3rd Ed.) Wood, Steel, and Concrete, Third Edition
Auteur : Gupta Ram S.
Timber, steel, and concrete are common engineering materials used in structural design. Material choice depends upon the type of structure, availability of material, and the preference of the designer. The design practices the code requirements of each material are very different. In this updated edition, the elemental designs of individual components of each material are presented, together with theory of structures essential for the design. Numerous examples of complete structural designs have been included. A comprehensive database comprising materials properties, section properties, specifications, and design aids, has been included to make this essential reading.
1. Design Criteria 2. Primary Loads: Dead Loads and Live Loads 3. Snow Loads 4. Wind Loads 5. Earthquake Loads 6. Wood Specifications 7. Flexure and Axially Loaded Wood Structures 8. Wood Connections 9. Tension Steel Members 10. Compression Steel Members 11. Flexural Steel Members 12. Combined Forces on Steel Members 13. Steel Connections 14. Flexural Reinforced Concrete Members 15. Doubly and T-Shaped Reinforced Concrete Beams 16. Shear and Torsion in Reinforced Concrete 17. Compression and Combined Forces in Reinforced Concrete Members 18. Pre-Stressed Concrete Structures 19. Application of Simulations in Structural Design
Ram S. Gupta, PhD, earned a master’s in engineering at the Indian Institute of Technology (IIT), Roorkee, India, and a PhD at Polytechnic University, New York. He is a registered professional engineer in Rhode Island and Massachusetts. Dr. Gupta is president of Delta Engineers Inc., a Rhode Island-based consulting company. He is the author of numerous research papers and three textbooks. Dr. Gupta is professor emeritus at Roger Williams University (RWU), Bristol, Rhode Island.
Date de parution : 06-2019
17.8x25.4 cm
Thème de Principles of Structural Design :
Mots-clés :
Seismic Design Categories; Design Loads; AISC Specification; Design Criteria; AISC Manual; Primary Loads; Load Resistance Factor Design; Dead Loads; Column Stability Factor; Live Loads; Reference Design Value; Snow Loads; Roof Live Load; Wind Loads; Effective Length Factor; Earthquake Loads; Live Load; Wood Structures; Beam Stability Factor; Wood Specifications; NDS; Flexure; Wet Service Factor; Axially Loaded Wood Structures; Time Effect Factor; Wood Connections; Moment Capacity; Steel Structures; Flexural Torsional Buckling; Tension Steel Members; Unbraced Length; Compression Steel Members; Importance Factor; Flexural Steel Members; Unbraced Frame; Steel Connections; Block Shear Strength; Reinforced Concrete Structures; Plastic Moment Capacity; T Reinforced Concrete Beams; Slenderness Ratio; Torsion; Plastic Section Modulus; snow load; Reference Design; wood structure; Dead Load; Ground Snow Load; beam; concrete; connection; design load; earthquake; reinforced concrete; specifications; steel; steel member; wind load; cross-laminated timber; structural design; pre-stressed concrete structures; high-strength bolts