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ASAD SUFYAN

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  • Gender
    Male
  • Location
    PESHAWAR
  • University
    UET PESHAWAR
  • Employer
    Associates In Development (AID) Pvt Ltd Islamabad
  • Interests
    Design of Infrastructures

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  1. Thanks allot for reply.Sir, i have defined, actually my question is that i have made excell sheet for manuall checks where i need service loads and factored loads , i get factored load from ETABS as shown in above pic by simply right clicking on base joint but how to get service loads.... I have defined all service loads using UBC and other codes.Please kindly see my sheet where i have pb.Again thanks and bundlls of Prays. Design of Square footing.xlsx
  2. AOA,sir how to get service loads (without factored) from ETABS after analysis for footing design. As we take Pu(factored loads) from ETABS for footing design as shown in fig,Thanks
  3. thanks for reply Abdul qadeer ,but sir which book is best for manuall calculations or any other do cument u know/have, I'm using Nilson,Nadeem Hussoun books.
  4. Sir I'm graduated 2013, and know after passing some time in field like Designing so in consultancy as Assistant Designer
  5. 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.
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