Practical Treatise On the Properties of Continuous Bridges

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We will next calculate the maxima mo- ments : (a) Moments due to dead load. A = 40, 170; M, = 2 X ?> 415 X 20 = ~- 2, 966, 000 pound feet. Any moment M m, is found by considering the m panel loads acting at their joints. There is namely, in accordance with the law of the lever: M m 40, 170 X me? (1+2 +3 +

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