Graphics

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Graphics
Spangler, H. W. (Henry Wilson), 1858-1912
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e. G. Is 4. 5 feet from the first load.
When the center of the 20, Q beam is at A, 2. 25 feet from 2 >| j j 3 _jj~ j the left load, then the bending ti- 1 T I -jL moment under the left load is IA IB r5 'D moment under the left load is a maximum.
When the center of the Fig. 35. Example, Bending .
Moment. Beam is at B, 1. 25 feet from the second load, then the bending moment under the second load is a maximum.
When the center of the beam is at C, 0. 25 feet from the 20- ton load, then the bending
... moment under the 20 -ton load is a maximum.
When the center of the beam is at D, 1. 25 feet from the right-hand load, then the bending moment under this load is a maximum.
(2) To determine which of two loads gives the greater bend- ing moment at any point.
To determine whether in Fig. 36 the right load of R t or the left load of R 2 gives the maximum bending moment at a distance >l IR;> rf n o ft ( ' "> O O ft r U 6 > Fig. 36. Maximum Bending Moment.
a from the left end of a beam whose length is /.


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