Martin, Louis Adolphe, 1880- · New York, J.Wiley & Sons, Inc.: [etc. etc.] · leaf 110
from the left origin, and as the bending moment EI -r% = o when x = o,oar C2 = o. As the slope is not known at any point of the beam,pass to equation (4). Here y = o when x = o, .. C4 = o.Also y = o when x = I, A, „ . w/4 wZ4 7 w/4 so that L3I = H — o = — -—-! 120 36 300 or C3 = - i-r- • 360… … Fig. 47 From equations (8) and (9) the slopes and deflectionsincluding the greatest and maximum values can beobtained as before. 90 MECHANICS OF MATERIALS In Fig. 47 the equations (5) to (9) are plotted; notetheir relations as derivative curves, and compute allprincipal values and their location…
Mechanics
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