Structural Theory |
Contents
REACTIONS AND STRESSES | 1 |
GRAPHIC STATICS | 38 |
Maxwell Diagram Graphic Method of Joints | 44 |
Copyright | |
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acting angle applied arch assumed axis bar stresses bending bending moment bottom chord bracing bridge cause column compression computed concentrated loads dead load deflection curve diagonal Draw elastic weights end moments equation equilibrium polygon Example floor beams force polygon force system free body funicular girder given gives hinge indeterminate influence line intersection joint kip-ft kips lb per ft lb per sq length line of action live load load shown lower chord magnitude method Method of Moment moment of inertia movement Note ordinate panel load panel point parallel plane points of contraflexure positive Pratt truss Problem reaction components redundant resultant rotation secondary stresses shear shown in Fig Slope Deflection solution span statically determinate strength of materials stress in bar stringers structure tension top chord triangle truss shown uniform load unit load unknown vertical component Warren truss wheel ΕΙ