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applied base line cause the maximum center of moments compression concentrated loads construction counter stresses Cr1ter1on criterion of Art deduced Depth of truss determined diagonal dotted lines drawn equal equation external forces find the maximum fluence force polygon funicular polygon influence ordinate L1ne left abutment left end left-hand end line for reactions line MN load causing load Px loaded chord member loads advance LsLt maximum bending maximum shear maximum stress moving load opposite kind ordinate erected panel length panel point parallel chords passing a section pole distance portion preceding article reaction influence line reference line represent to scale right abutment right end series of concentrated showing the variation shown in dotted shown in Fig similar triangles span stepped diagram straight line stress in St strip of paper tion truss shown Truss w1th uniform load unit load UsMt vertical erected web member wheel load