Structural Analysis: A Unified ApproachThis book presents a unified approach to the analysis of structures by combining classical and matrix method of analysis. It is designed to provide a thorough understanding of the basic concepts of structural analysis and to develop intuitve perception in students. |
Contents
Introduction | 1 |
Energy principles | 49 |
Deflections in statically determinate beams | 50 |
Copyright | |
34 other sections not shown
Common terms and phrases
analogous column section Analyse antimetric applied load assumed beam shown bending Bending moment boundary conditions cable cantilever chapter compatibility conditions components computed concentrated loads conjugate beam considered continuous beam corresponding deflection profile deformations diagram is indicated discussed distribution Draw the B.M. equations equilibrium conditions Figs.E Figure Final B.M. diagram flexibility coefficients flexural rigidity frame Problem girder Given frame given loading Hardy Cross hinge horizontal force indeterminate structures indeterminate systems Influence lines iterations kNm-¹ maximum member forces midspan moment distribution noted obtain ordinates P₁ P₂ parabolic arch parabolic profile parameters points of inflection portal frame Problem VII real beam redundant forces restrained rotational factors shear force side sway simplifying slope displacement method Solution span statically determinate stiffness storey Substituting support reaction Table Taking moments theorem truss unit load values vertical virtual displacement X₁ zero ΕΙ ΕΙ