Analysis of Statically Indeterminate Structures |
Contents
SLOPE AND Deflection of Beams | 11 |
SLOPE AND DEFLECTION OF TRUSSES | 42 |
BEAMS | 57 |
Copyright | |
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1-lb load angle applied assumed bending bending moment bending-moment diagram calculations cantilever carry-over factor caused centroid change in span column computed constant section constant-section dead load deflection curve deflection of point deformation determine displacement distance distribution elastic curve elastic equations elastic-weight end moments end reaction equal EXAMPLE factor of safety Figure Find the deflection Find the end fixed ends fixed-end moments flange force force H frame ft-lb hinged horizontal reaction inertia influence line joint live load load at point load placed M/EI area M/EI diagram method moment of inertia moments and reactions neutral axis ordinates panel point PROB problem produced R₁ required to find rotation shear shown in Fig slope slope-deflection Solution span length statically indeterminate strength of materials symmetrical tion truss unit load unit stress values vertical deflection zero ΕΙ