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  1. Hamza Abu-Jajeh

    Dynamic reaction of water on the building during the earthquick

    Hi all, I have a project under construction with an infinity pool at level 50 around 218 m above ground, I am wondering about the consideration of water dynamic reaction during the earthquake how it could be considered in the design? and if it required to be considered? I have seen some video...
  2. Hamza Abu-Jajeh

    contiuity of additional rebars

    thanks all for the inputs, the issue has been resolved. the information i got earlier from the site wasn't describing the full image, after i visited the site i have found that additional rebars were provided but in higher level. after that i have checked the moment diagram for that section were...
  3. Hamza Abu-Jajeh

    contiuity of additional rebars

    the concrete has been poured at one side of the CJ, this CJ is in a tower raft. the additional rebars are provided to cover thermal effects and differential settlement between the two parts. so its not about ordering new rebars longer but to do the drilling at bottom side of raft 650 mm depth...
  4. Hamza Abu-Jajeh

    contiuity of additional rebars

    Thanks for your response, but in case the couplers are missing what we can do other than drilling with chemical as it will be nightmare
  5. Hamza Abu-Jajeh

    contiuity of additional rebars

    Hi All, i am wondering that dose additional rebars required continuity ? assuming that an additional bars required for a length more than the available length at site then dose the overlapping required or it can be placed without overlap, i have a similar case that at constriction joint location...

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