Statically Indeterminate Structures |
Common terms and phrases
acting algebraically angle applied unit assumed bars beam shown BEAMS OF VARYING cantilever carry-over factors change in length clockwise COEFFICIENTS FOR BEAMS column computations concentrated load CONCENTRATED UNIT LOAD Conjugate Point considered construction continuous beam continuous frame curve deformations direct stress end moments ents equal Examples of Determining fixed end fixed point flections given loads graphic Hardy Cross hinged indeterminate structures indicated inertia influence diagram influence line joint laws of static left support located M/EI diagram members of variable method MOMENT OF INERTIA moments and shears Note points of inflection portal frame 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 values variable cross-section vertical deflection Williot diagram zero