Structural Analysis / Aslam Kassimali
Material type:
TextPublisher number: :Variety Books Publishers & Distributors | :B-10 Street No 2 West Vinod Nagar Delhi 110092 Publication details: New Delhi :Cengage Publishing 2015Description: xv, 813p. 24cmISBN: - 9788131520444
- 5th ed. 624.171 KAS
| Item type | Current library | Call number | Status | Notes | Barcode | |
|---|---|---|---|---|---|---|
Books
|
SNU LIBRARY | 624.171 KAS (Browse shelf(Opens below)) | Not For Loan | 26189 | ||
Books
|
SNU LIBRARY Reference Text Books | 624.171 KAS (Browse shelf(Opens below)) | Not For Loan | Reference Text Book | 26190 | |
Books
|
SNU LIBRARY | 624.171 KAS (Browse shelf(Opens below)) | Available | 26191 | ||
Books
|
SNU LIBRARY | 624.171 KAS (Browse shelf(Opens below)) | Available | 26192 | ||
Books
|
SNU LIBRARY | 624.171 KAS (Browse shelf(Opens below)) | Available | 26193 | ||
Books
|
SNU LIBRARY | 624.171 KAS (Browse shelf(Opens below)) | Available | 26194 | ||
Books
|
SNU LIBRARY | 624.171 KAS (Browse shelf(Opens below)) | Available | 26195 | ||
Books
|
SNU LIBRARY | 624.171 KAS (Browse shelf(Opens below)) | Available | 26196 | ||
Books
|
SNU LIBRARY | 624.171 KAS (Browse shelf(Opens below)) | Available | 26197 | ||
Books
|
SNU LIBRARY | 624.171 KAS (Browse shelf(Opens below)) | Available | 26198 |
Introduction to structural analysis and loads --
Analysis of statically determinate structures --
Equilibrium and support reactions --
Plane and space trusses --
Beams and frames : shear and bending moment --
Deflections of beams : geometric methods --
Deflections of trusses, beams, and frames : work-energy methods --
Influence lines --
Application of influence lines --
Analysis of symmetric structures --
Analysis of statically indeterminate structures --
Introduction to statically indeterminate structures --
Approximate analysis of rectangular building frames --
Methods of consistent deformations force method --
Three-moment equation and the method of least work --
Influence lines for statically indeterminate structures --
Slope deflection method --
Moment distribution method.
There are no comments on this title.