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Recent content by Sthprad

  1. Sthprad

    Modeling Transfer plate in Etabs

    Hi there, Recently, I am dealing with 3 basement+ 15 storey Mixed use building with transfer on level 1 and on L5. I am using Etabs and safe for floor design. If I model with normal slab (without any property modifier) the reaction is significantly lesser because of flexible support. To model...
  2. Sthprad

    Hi All, Do precast wall design

    Hi All, Do precast wall designs have to take account of vertical reaction due to wind load in tall building. Is there anyway we can design precast only for dead and live.
  3. Sthprad

    RC building software model.

    Retrogarde the transfer slab is 1m thick PT slab. I performed 2nd order analysis using RC building software of Inducta package. For DL only max deflection is 12mm which is 3 times more compare to wind. But the transfer slab will have 10mm deflection for longterm combination once the slab is...
  4. Sthprad

    RC building software model.

    Hi Everyone, I analyzed the 30 storey plus 5 basement car park using RC building software. The core wall start from basements 5 to roof. In addition to this, additional three shear wall is added to meet the AS3600 drift requirement. This addition shear walls are 8m long starts from Level 1...
  5. Sthprad

    dowel design for precast shear wall

    Hi Everyone, Currently I am designing the dowel for fixed connection in precast shear wall. The Bending moment is 17000kNm where as tensile stress 10 MPA is locally concentrated at one of corner. The shear wall is 8 m long and 250mm thick. For calculations what I did was, I assumed reinforcement...
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