Structural Analysis Vol II, Volume 2 |
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Contents
Chapter Page | 1 |
INFLUENCE LINES 4893 | 48 |
INFLUENCE LINES FOR INDETERMINATE STRUCTURES 94122 | 94 |
ARCHES 123180 | 123 |
CABLES AND SUSPENSION BRIDGES 181223 | 181 |
BEAMS CURVED IN PLAN 224241 | 224 |
SPACE TRUSSES 242267 | 242 |
PLASTIC ANALYSIS OF STRUCTURES 268326 | 268 |
| 327 | |
Common terms and phrases
200 kN load Absolute maximum bending central dip central rise collapse load concentrated load dead load displacement distance equation EUDL Example External force and bending free body Hence hinged arch hinged parabolic arch horizontal span horizontal thrust joint kN/m kNIm left support left to right length load position max max maximum bending moment Maximum negative shear Maximum positive shear maximum shear force Maximum tension Mmax moment of inertia Mp x 9 Muller Breslau principle negative bending negative shear force normal thrust Ordinates of ILD plastic analysis plastic hinges positive shear force Radial shear Shape factor shown in Fig Solution space frame statically indeterminate strain energy suspension bridge suspension cable Taking moments tension coefficients thrust plugs Total load truss uniformly distributed load unit load wheel loads yield stress zero
Bibliographic information
| Title | Structural Analysis Vol II, Volume 2 |
| Authors | R. Vaidyanathan, P. Perumal |
| Publisher | Laxmi Publications, 2004 |
| ISBN | 8170085845, 9788170085843 |
| Length | 330 pages |
| Export Citation | BiBTeX EndNote RefMan |