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Vincent Chu answers...... 

What are the advantages of assigning the central pier and the abutment as fixed piers?

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Vincent T. H. Chu is renowned internationally Photograph of vincent chuas walking encyclopedia of civil engineering. Author of a number of widely acclaimed civil engineering books, Mr Chu is recipient of various reputed awards including Young Engineer of the Year Award 2008 (Merit) by the Hong Kong Institution of Engineers &  Ombudsman’s Award 2007 (under complaint-related category). He is also listed in 11th Edition of Marquis Who's Who in Science and Engineering. ConcreteBasics.org thanks him for his exemplary contribution to the cause of civil engineers around the world.
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(i) For abutment pier to be assigned as fixed pier while the bridge is quite long, the longitudinal  loads  due to earthquake are quite large. As the earthquake loads are resisted by fixed piers, the  size of fixed piers will be large and massive.
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In this connection, for better aesthetic appearance, the selection of abutment as fixed piers could accommodate the large size and massiveness of piers. Normally abutments are relatively short in height and for the same horizontal force, the bending  moment induced is smaller.

(ii) For the central pier to be selected as the fixed pier, the bridge deck is allowed to move starting from the central pier to the end of the bridge. However, if the fixed pier is located at the abutment, the amount of movement to be incorporated in each bearing due to temperature variation, shrinkage, etc. is more than that when the fixed pier is located  at  central  pier. Therefore, the size  of  movement  joints  can  be  reduced significantly.

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Reference: 200 Questions and Answers on Practical Civil Engineering Works by Vincent Chu
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