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Principles of Structural Statics
Determination of Reactions
5 other sections not shown
algebraic sum application applied loads axle axle load beam of Figure beams and frames bending change in length chord member clockwise component computed concentrated angle changes concentrated load conjugate beam construction criterion deformations determined developed equal equilibrium equations external forces flexural member Floor Beams force polygon force system free body diagram funicular polygon geometry graphic solution horizontal indeterminate structures influence diagram influence line instantaneous center internal bar stresses Internal Moments kips positive left end length change line for shear load system M/EI manner Maxwell's theorem ment method modulus of elasticity neutral axis normal force panel point plastic hinges plastic strains principle of virtual procedures rays redundant Referring to Figure resultant section 1-1 shown in Figure span statically indeterminate stress polygon summation system in equilibrium tion top fibers uniform load unit load unit rotation diagram vertical deflection virtual displacements virtual rotation wheel zero