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\fdO'^ - Old Forge Coal Mines

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214 STRENGTH OF MATERIALS.<br />

drawn. Parallel to the rays are drawn the lines of the<br />

equilibrium polygon a b c d g a. The closing line g a'\%<br />

found to be parallel to Pi. Consequently, 0-1 is the left<br />

reaction and 1-3 the right reaction, the former being 6 tons<br />

2<br />

Scale of forces 1=5 torts.<br />

Scale of distance 1^5^<br />

Fig. 48.<br />

and the latter 3 tons. The shear diagram is drawn in the<br />

usual manner ; it has the peculiarity of being zero between<br />

F^ and F^.<br />

(574) The maximum moment occurs when the shear<br />

line crosses the shear axis. In the present case the shear<br />

line and shear axis coincide with s t, between F and F ;<br />

hence, the bending moment is the same (and maximum) at<br />

F^ and i%, and at all points between. This is seen to be true<br />

from the diagram, since k h and b c are parallel. Ans.<br />

{Jb) By measurement, the moment is found to be 24 X 12 =<br />

288 inch-tons. Ans.<br />

(r) 288 X 2,000 = 576,000 inch-pounds. Ans.

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