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20 feet 60 tons bc parallel bending moments bottom flange box girder Cast Iron centre of span Circumf concentrated load describe the funicular diagram Fig divided by 4510 draw the radii drawing ab parallel Electrolysis equal feet from left feet from right feet in depth feet span funicular polygon GIRDER SUPPORTING hatched figure hole horizontal strain inch of run inches centres Large 12mo left support maximum bending moments is taken multiplied number of rivets ordinate parabola placed a distance plate 16 plate girder plates 20 plates to extend pounds per square previous examples punched reaction require stiffeners resistance to buckling right support rivet-holes Safe resistance safe shear shearing forces shearing strain spaced square inches steel Stiffeners.—To determine Strength of Materials thickness tisM ton-feet tons 5 feet tons concentrated Top flange tt tt uniform load uniformly distributed load vertical webs weight wrought-iron
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