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  • Users: mammut
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  1. mammut

    Punching shear

    Hey, I would highly appreciate any help in the following issue: Reinforced slab is supported by round column. And there is load bearing wall on the top of the slab (see an image) For example Eurocode 2 doesnt give any guidance how to take that wall in to a count when calculation the slab for...
  2. mammut

    Wall / column effective length

    Hi, I have to calculate a concrete wall. I'm bit confused about the part between the windows. (see an image) I'm calculating that part as a column but not sure what is the right way to determine effective length of that column. Conservative way of course would be to take height of the wall. But...
  3. mammut

    Horizontal reactions due to vertical loads

    Hi, I'm calculating anchor bars for concrete shear walls. When there is vertical load applied to the top of the wall we get horizontal reaction at the bottom (see the image). Logically the sum of those forces must be 0 as they have opposite directions so there is no need for anchor bars due to...
  4. mammut

    Wall - hollow core slab connection

    I have to calculate reinforced concrete wall which are supporting hollow core slabs. I wonder - will that be enough if i consider only vertical force from upper wall and vertical force from hollow core + moment caused by eccentricity? Or will there be some "clamping" moment from the hollow...
  5. mammut

    Movement joint

    Hi, Question about movement joints: What should be the minimal distance between movement joints for the reinforced concrete slab on the ground (thickness-150mm) Thanks

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