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Reactions and Stresses 131
Graphic Statics 3254
Roof Trusses 5563
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acting anemometer angle applied arch assumed axis axle loads bar stresses bending bracing bridge cantilever carry caused clockwise column compression computed concentrated loads coplanar dead load deflection curve diagonals elastic weights Engineering equal equation equilibrium polygon Example floor beams force polygon force system free body funicular polygon girder given gives graphic horizontal influence line intersection joint kip-ft kips length line of action live load load shown lower chord M/EI magnitude maximum stress method method of moments movement Note ordinate panel loads panel point parallel plane points of contraflexure Prob Problem reaction components redundant resultant rotation secondary stresses shown in Fig slope deflection solution span statically determinate Strength of Materials stress in bar stringers tension theorem top chord triangle truss of Fig truss shown uniform load unit load unknown usual vertical component Warren truss wheel loads zerg