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MINIMUM PERCENTAGE OF REINFORCEMENT IN PILES 2

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cdous

Civil/Environmental
Apr 20, 2011
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Would appreciate if someone indicated the minimum precentage of reinforcement for piles demanded by eurocodes
 
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Buildings: [5.8.4 EN 1998-1]
Bridges : [6.4.2. EN 1998-2]
To these paragraphs in certain areas (i. below pilecup and at soil strata changes with stiffness module ratio more than 6) you should design as potential plastic hinge regions. That means that in buildings you should apply (DCM) the paragraph [5.4.3.2.2 EN 1998-1] that requires minimum longitudinal reinforcement 1% and maximum 4%. Also design for critical regions (i.e. stirrups distances, volumetric ratio etc).


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