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  1. abuh11

    Assumptions for water table height for a retaining wall design.?

    Im afraid i do not have any data of the height of the water table in the area. The wall is 1.8m, so quite small. What would be a safe assumption.
  2. abuh11

    Assumptions for water table height for a retaining wall design.?

    I have a project given to me to design a retaining wall. It will be back filled with gravel with weep holes to act as drainage. However the problem is how high should I assume the water table to be. If I design it for a full water table, this gives me a very over engineered design. But it Is...
  3. abuh11

    Rainfall Return Period

    I have tried google but finding the exact information is difficult. Also couldn't find it on the Met Office website. I am trying to model runoff using EPA Swmm if that helps.
  4. abuh11

    Rainfall Return Period

    Hi for my dissertation I am trying to design a drainage system using epa swmm and measure its resilience under both standard and future climate change conditions. Now the Swmm applications manual lists a number of return periods such as a 1 in 100 year storm and has a list of the time and...
  5. abuh11

    water tables affect on stress

    Am I right in assuming that increasing the water table in the short terms has little effect on effective stress, but increasing the water table in the long term would decrease effective stress. Thanks
  6. abuh11

    Can EDSL TAS do the following?

    Also i meants sips not sibs sorry
  7. abuh11

    Can EDSL TAS do the following?

    Sorry i think it didnt make myself clear, i dont want it to do all thet (although that would be ideal), i just want to know what parts of that it can do.
  8. abuh11

    Can EDSL TAS do the following?

    sorry i dont get your question, I dont know much about software. What do u mean
  9. abuh11

    Can EDSL TAS do the following?

    Hi i really need this software to do the following, please tell me which of these it can do Compare the heat loss and co2 usage as well as comfort for SIBS and traditional building methods Then add different weather conditions to see how these different construction methods react to these in...
  10. abuh11

    Shear Area (Av) for Steel I section

    Hi, could someone help explain the formula Av = A – 2btf + (tw + 2r)tf but ≥ ηhwtw. Am I correct in assuming we only use the formula Av = A – 2btf + (tw + 2r)tf if it is larger than ηhwtw

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