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Assumptions in Determining Deflec
Deflection of Trusses by Graphical
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acting algebraically angle applied unit assumed Bal.M bars beam shown cantilever carry-over factors change in length clockwise column computations concentrated load Conjugate Point continuous beam curve dd dd dd dddd dddd dddd dddo ddoo deformations direct stress end moments ents equal equations Examples of Determining fixed beam moments fixed end fixed point flections given loads graphic Hardy Cross hinged iiii iiii iiii indicated inertia influence diagram influence line joint laws of static located M/EI diagram members of variable method moments and shears Note oo oo oo oooo oooo oooo points of inflection reactions redundant force reference resulting shearing stress shown in Fig sign convention simple beam Slope Deflection span sq.in static equilibrium statically indeterminate struc Table tangent tion unbalanced uniform load unit force unit load values variable cross-section vertical deflection Williot diagram zero