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The Statically Indeterminate Structure
Slope and Deflection of Trusses
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1-lb load angle applied assumed beam BC bending bending-moment diagram calculations carry-over factor caused centroid change in span column compression computed constant section constant-section dead load deflection curve deflection of point deformation determine direction displacement distance distribution elastic curve elastic equations end moments end reaction end tangent 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 deflection horizontal reaction inertia influence line joint lever arms live load M/EI area M/EI diagram moments and reactions neutral axis ordinates panel point Prob problem produced relative stiffness required to find rotation shear shown in Fig sign convention simply supported slope slope-deflection Solution span length statically indeterminate strength of materials structure symmetrical tion truss unit stress unknown values vertical deflection vertical reactions zero