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82 ECONOMICS OF BRIDGEWORK Chapter XI

 

Seventh. In case of a structure requiring erection by semi-cantilevering the continuous truss will possess an advantage over the non-continuous one, at least to the extent of the weight of extra metal required by the toggle for connecting temporarily over the center pier the inner hips of the two simple-truss spans. This advantage may even extend to the reinforcement for erection stresses, but if it does, the gain thus involved can never be very great.

 

 
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