Example 1: Stress on soil under a rectangular loaded area |
Example 2: Stress on soil under a circular loaded area |
Example 3: Immediate settlement under a loaded area on Isotropic
elastic-half space medium |
Example 4: Immediate settlement under a rectangular loaded area on
layered subsoil |
Example 5: Immediate settlement under a circular tank on layered subsoil |
Example 6: Consolidation settlement under a rectangular raft |
Example 7: Consolidation settlement under a circular footing |
Example 8: Rigid square raft on Isotropic elastic-half space medium |
Example 28: Analysis of a plane truss  |
Example 10: Flexible foundation and rigid raft on layered subsoil |
Example 11: Ultimate bearing capacity for a footing on layered subsoil |
Example 12: Simple assumption model for irregular raft |
Example 13: Main modulus of subgrade reaction ksm |
Example 14: Beam foundation on elastic springs |
Example 15: Grid foundation on elastic springs |
Example 16: Elastic square raft on Isotropic elastic half-space soil
medium |
Example 17: Winkler's model and Isotropic elastic half-space
soil medium |
Example 18: Simply supported slab |
Example 19: Iteration methods |
Example 20: Influence of overburden pressure |
Example 21: Influence of load geometry |
Example 22: Settlement calculation under flexible foundation of an ore
heap |
Example 23: Settlement calculation for a rigid raft subjected to an
eccentric load |
Example 24: Deflection of a thin cantilever beam |
Example 25: Forces in piles of a pile group  |
Example 26: Analysis of a continuous beam |
Example 27: Moment in an unsymmetrical closed frame |
Example 28: Analysis of a plane truss |
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