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REACTIONS AND STRESSES 140
GRAPHIC STATICS 4172
ROOF TRUSSES 7385
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acting angle applied arch assumed axis axle loads bar stresses bending bridge cantilever carry-over causes compression computed concentrated load conjugate beam dead load deflection curve diagonal distance distribution downward Draw dummy load elastic weights end moments equation equilibrium polygon Example fixed-end floor beams force polygon force system free body funicular girder given gives hinge horizontal Ib per ft Ib per sq indeterminate influence line intersection joint kip-ft kips length line of action live load load shown lower chord magnitude method Method of moments movement Note ordinate panel load parallel plane points of contraflexure positive Problem purlins reaction components redundant resultant roof rotation secondary stresses shear shown in Fig simultaneous equations slope deflection solution span statically determinate stress in bar stringers structure tension top chord triangle truss of Fig uniform load unit load unknown vertical component vertical deflection Warren truss Williot diagram