Elementary Theory of Structures |
Contents
STABILITY AND DETERMINACY OF STRUCTURES | 6 |
STATICALLY DETERMINATE RIGID FRAMES | 2-5 |
STATICALLY DETERMINATE BEAMS | 31 |
Copyright | |
14 other sections not shown
Other editions - View all
Common terms and phrases
ANALYSIS OF STATICALLY Analyze antisymmetry applied loads Assume axial forces bar force beam in Fig beam shown column compute concentrated load conjugate beam deflection denoted determinate diagram distribution elements of reaction end moments equal Example external fixed-end moments force system frame in Fig free body ft 10 ft ft 5 ft ft Fig ft-kips hinge horizontal indicated in Fig influence diagram influence line influence ordinate internal forces joint translation kips M₁ member forces method of moment midspan modified stiffness moment distribution nodal displacements obtain P₁ panel point portion primary structure R₁ R₂ redundant result rigid body rigid frame rotation shear curve shown in Fig simple beam simultaneous equations slope slope-deflection solved stability and determinacy stable statically indeterminate stiffness matrix uniform load unit load unstable vertical vertical deflection virtual displacement X₁ zero ΕΙ