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E.S.R. supported on shaft/ beam-column staging

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 Dear all,

Sub : E.S.R. supported on shaft/ beam-column staging

In your opinion, for supporting Elevated Service Reservoir which of the 
following system is better for resisting lateral loads 
(wind/earthquake) and why ?

1) E.S.R. supported on the shaft
2) E.S.R. supported on the beam-column staging


Bhavin Shah
Hon. Secretary
Indian Association of Structural Engineers, Gujarat Centre

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