. The strength of materials; a text-book for engineers and architects. 4-67 Fig. G5. ?shown on the figure, and on scaling off the maximum ordinateit will be found to be 23*5 tons. Note.—In all constructions where diagrams are going tobe added together, such diagrams must of course be drawnto the same scale. (2) A girder oj 24 ft. span is supported at one end, and restson a column at a point 6 jt. from the other end. The girdercarries a uniformly distributed load of 6 tons and an isolatedload of 2 tons at the free end. Draw the shear and curves. 146 THE STRENGTH OF MATERIALS /?. A, 6 Tons
. The strength of materials; a text-book for engineers and architects. 4-67 Fig. G5. ?shown on the figure, and on scaling off the maximum ordinateit will be found to be 23*5 tons. Note.—In all constructions where diagrams are going tobe added together, such diagrams must of course be drawnto the same scale. (2) A girder oj 24 ft. span is supported at one end, and restson a column at a point 6 jt. from the other end. The girdercarries a uniformly distributed load of 6 tons and an isolatedload of 2 tons at the free end. Draw the shear and curves. 146 THE STRENGTH OF MATERIALS /?. A, 6 Tons distributed ^To ons
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