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Temperature and shrinkage Reinforcement for Block Foundation

Temperature and shrinkage Reinforcement for Block Foundation

Temperature and shrinkage Reinforcement for Block Foundation

(OP)
Hi,
I am having a Pump Foundation of 4.6m Length X 2.3m Width X 1.7m Depth. As per ACI 207.2R. A minimum of #6 Bars @ 12 Inch Center to Center Provided.
Is this reinforcement to be provided on each face only or to be provided as a cubic reinf as shown in the attachment below.
https://res.cloudinary.com/engineering-com/image/upload/v1482852068/tips/PF-Long_View_nviroa.pdfhttps://res.cloudinary.com/engineering-com/image/upload/v1482852080/tips/PF-Transverse_View_tu09yd.pdf

Please also specify the minimum reinforcement for the Dynamic Pump Foundation

RE: Temperature and shrinkage Reinforcement for Block Foundation

Old DIN rule is 50 kg/m3 of spatial reinforcement (like your sketch) for dynamically loaded foundations

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