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  1. Dear Members, I am trying to model a Raft in Csi SAFE with water uplift pressure applied as a negative surface load on Raft. After analyzing the model, I get negative pressure values which doesn't depict the original condition. I have been through CSI Knowledge base about utilizing option of "Non Linear Allow Uplift" but my model keeps on doing iteration and doesn't show up any result. Has any body have similar experience in modeling Raft like this. Will appreciated your help. Thanks alot.
  2. Here are a number of questions that I need answered. Help would be appreciated. Q1. In ETABS, what if the beam combined fail in Shear and Torsion? Need Solution Q2. In ETABS, Obtained moments on both ends on simple supported beams. What to do? Q3. Discuss dependance of foundation on bearing capacity of soil in SAFE model? What options do you have if the Bearing Capacity is very low? How would you check and find one way and two way shear in SAFE model? Q4. Why mass and weight are considered separate in ETABS? Q5. Differentiate b/w P-Delta analysis vs Dynamic Analysis? Q6. Material properties and strength of Concrete depend on what parameters? Q7. What limit "1" in punching shows in SAFE? Even if you know just one answer, please reply. It would be very helpful. Thank you and Regards.
  3. Assalam o alaikum... Can we model beam footing in safe? Please guide about procedure.
  4. Plz explore these questions. Q1:How to define bearing capacity of soil in SAFE? Q2:what is mean by the different terms used in SAFE Detailing drawing like TC,BF,BE,BC etc i think T for top and B for Bottom but the others? Q3:In SAFE as shown in figure what does the negative shows,if it shows direction then why it is given Max name to minimum value and Min name to maximum value for deflection as (Max=-0.068269in and Min=-0.118905in)? Q4:What is mean by Subgrade Modulus in SAFE and how we will calculate its value? Q5:For Five storey building my mat foundation possesess Punching shear values as shown so,what to do with sides although the thickness of mat is 48"? Q6:I need mat foundation reinforcement drawing please.
  5. i have an issue to discuss, regarding my etab and safe model... My etab model is good upto my knwledge AS I HAVE CHECK LOAD COMBINATIONS AND OTHER RESPECTIVE THINGS NEEDED TO BE CHECK, when i come to safe , due to few load combos having earthquake factor i got lot of moments specially in areas having shear walls so kindly tell me when we design foundation, do we have to consider all these load combos and how to avoid large reinforcement which is coming in areas of shear wall bcoz i thnk so practically so much reinforcement is not possible...\ I HAVE MODELED MY SHEAR WALLS AS PIN BUT NOT YET SATISFIED WITH MY RESULTS... building sizie is 90x180 so almost double in other direction and total no of storeys is 15...i used col size 15x36 , so need ur suggestions?????????? try 3.zip
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