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Found 6 results

  1. vasavi
    plz help me out of this problem.. the foundation is settling down week by week. it is a warehouse. a big Under ground water tank is adjacent to the failed column. we have only little space to work. this is in dubai. Suggestions please what so i can do. plz do reply
  2. Fatima Al Zahraa Olleik
    Salam Alaykom All, I am modeling a refugee camp on Etabs. I have over 20 buildings to be modeled, each 5 share the same raft foundation , and each raft foundation is no more than 3 meters away from the other. For simplicity I modeled all 20 buildings in the same Etabs Model to Calculate the forces on the raft foundations. My question is : 1_ Will the Raft Foundations be Affected by each other , knowing that the buildings they support arent connected in any way?
  3. muneeb1213
    I m designing a 4 storey building on a poorly graded sand with SPN value of 5 and allowable bearing capacity of 0.5 tonn/sq.ft..... for the mat foundation, i provided beams of 18 x 36 and mat thickness as 24 inches ... however the soil pressure are still above safe bearing capacity.. My question is should i assign line spring property to the footing beams or not??? The area of footing is also increased but the stresses are still high...
  4. UmarMakhzumi
  5. Shahzad Ali
    Some people check settlement of RAFT foundation on SAFE by viewing the deformed shape. Is it fine to do so?
  6. Waqas Haider
    Assalam o alaikum seniors, I am searching for some design example of TIE BEAM DESIGN.... I am having sap reactions of all the columns.. I need detail of manual design of tie beam. Or info how to design it. I also want to design it for differential settlement of columns and for lateral loads also... How shud i take these loads in my design??? If i design this beam in sap2000, i apply gravity load and support settelemnt of 25 mm at one end of beam and design it, will it be OK? Shud i take soil reaction from bottom or shud i neglect it? Jazak Allah...
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