gehlot ramchandra (14 risultati)

Condizione: New. pp. 972 Figures.

Condizione: New. pp. 972.

Condizione: New. pp. 984.

Condizione: New. pp. 1054 Illus.

Condizione: New. pp. 972 Index 3rd Revised Edition.

Condizione: New. pp. 972 Diagrams, Acknowledgements.

Condizione: New. pp. 972.

Condizione: New. pp. 972 9th Revised & Enlarged Edition.

Condizione: New. pp. 984.

Condizione: New. pp. 984 13th Revised & Enlarged Edition.

Condizione: New. pp. 1054.

Condizione: New. pp. 1054 3rd Revised & Enlarged Edition.

Hardcover. Condizione: New. 5th or later Edition. Eight edition of this book is based on Bridge Rules (Adopted in 1941, Revised in 1964 and Reprinted in 1989), and IS: 800-2007. Authors have distributed present text in the edition in thirty two chapters [that is, in Four parts (1) Steel Bridges and Influence Lines Diagrams for axial forces for the members of different types of truss-girders, (2) Special Steel Structures (3) Analysis of Structures specially, the method of tension co-efficients for determinate and indeterminate structures, (4) Aluminium structures. In order to emphasize that similar to various other subjects, this subject is also very vast. Therefore, space steel structures and stressed-skin steel structures have been described special features of this new-edition of this book may be mentioned as under (1) Historical development of different types of steel bridges details of some spans of longest spans of various types of steel bridges, (2) Design of Guyed Steel Chimneys (3) Instantaneous Centre of Rotation (ICR) and Plastic Analysis of Pitched slope (i.e., gable structure) and influences of axial forces and shear forces on the plastic moment of resistance of the member cross-sections. (jacket).

Soft cover. Condizione: New. 1st Edition. Contents: I. Introduction. 1. Introduction to Limit State Design of Concrete Structure.II. Loads, Strength and Partial Safety Factors: 2. Characteristic Load, Characteristic strength of Materials and Partial Safety Factors.III. Design of Beams: 3. Limit State of Collapse in Flexure (Design of Singly Reinforced). 4. Limit State of Collapse in shear (Design of Singly Reinforced). 5. Limit State of Serviceability for Deflections (Design of Singly Reinforced). 6. Limit State of Serviceability for Cracking (Design of Singly Reinforced Rectangular Beams - IV). 7. Limit State of Collapse for other Requirements (Design of Singly Reinforced Rectangular Beams - V). 8. Limit state of Collapse in Flexure, shear and other Requirements (Design of Doubly Reinforced Rectangular Beams - I). 9. Limit State of Serviceability in Deflections (Design of Doubly Reinforced Rectangular Beams- II). 10. Limit State of Collapse in Flexure, Shear and other Requirements (Design of Flanged Beams- I). 11. Limit State of Torsion and Shear and Torsion Combined (Design of Flanged Beams- II). 12. Limit State of Serviceability for Deflections (Design of Flanged Beams - III). 13. Limit State of Collapse in Flexure (Design of Continuous Beams-I). 14. Limit State of Collapse in Shear (Design of Continuous Beams - II). 15. Limit State of Serviceability for Deflections (Design of Continuous Beams - III). 16. Redistribution of Moments in Ideal Elastic Plastic Materials. IV. Design of Slabs: 17. ULS and SLS Methods of Design (Design of Slabs Spanning in one-Direction). 18. ULS and SLS Methods of Design (Design of Slabs spanning in Two - Directions). 19. ULS and SLS Methods of Design (Design of Flat Slabs). 20. ULS and SLS Methods of Design (Design of Circular Slabs). V. Design of Columns: 21. Limit State of Collapse in Compression (Design of Short Columns). 22. Limit State of Collapse in Compression and Bending Combined (Design of Long (Slender) Columns). VI. Design of Footings: 23. Limit State of Collapse in Flexure and in shear (Design of Independent Footing). 24. Limit State of Collapse in Flexure and in shear (Design of Combined Footing). VII. Design of other Concrete Structures: 25. Limit State of collapse in shear Design of Stairs. 26. Limit State of Collapse in Flexure and shear (Design of Retaining Walls). 27. Design of Domes. 28. Limit State of Collapse in Flexure and in shear (Design of Lintens). Bureau of Indian Standards, Delhi made large number of changes and alterations in IS: 456-2000, Code of Practice for Plain and Reinforced concrete. Realizing the necessity and importance, authors have updated the complete text and presented this subject "Limit State Design of Concrete Structures". Ultimate Limit State (ULS- conditions to be avoided) and serviceability Limit State (SLS- limits undesirable cracks and deflections) are two main essential elements of this subject. ULS includes `Limit State of Collapse in compression, in flexure, in shear and in torsion as sub elements. Whereas, SLS includes Limit State of Serviceability for deflections, cracking, fatigue, durability and vibrations as sub-elements. Features: (i) Text for life of concrete structures, fire resistance and corrosion. (ii) For all those, who carry-out their design using computer-programme, authors have given procedures (developed by them) for determining the stress in Hysd-steel bars corresponding to strain developed in concrete.