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  • Users: AshiqRumi
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  1. AshiqRumi

    Expansion Joint for R.C.C Structure

    I am designing a School Building (R.C.C) Which is 150 ft Long and 38 Feet in width. do i need a expansion joint for the length of 150 feet of the structure?? can anyone give me any codal reference for that ???
  2. AshiqRumi

    Designing and Building Foundation Over Ground - Foundation Over Hard Ground Floor

    Hello Everyone, Currently i am working on 4-Storied School Building Project where a senior structural engineer is taking care of the structural issues. Last day he has sent me a drawing where i found the foundation is placed over ground on compacted sand. here the soil is stiff clay but he...
  3. AshiqRumi

    Designing and Building Foundation Over Ground - Foundation Over Hard Ground Floor

    Hello Everyone, Currently i am working on 4-Storied School Building Project where a senior structural engineer is taking care of the structural issues. Last day he has sent me a drawing where i found the foundation is placed over ground on compacted sand. here the soil is stiff clay but he...
  4. AshiqRumi

    PMP Certification or LEED GA / AP

    Hello Everyone, I am civil engineer and willing to get a good professional accreditation which will be helpful for my professional growth. From recent trends in our profession i am observing two major accreditation are taking place, which are: 1. PMP Certification 2. LEED GA or LEED AP...
  5. AshiqRumi

    PMP Certification or LEED GA / LEED AP

    Hello Everyone, I am civil engineer and willing to get a good professional accreditation which will be helpful for my professional growth. From recent trends in our profession i am observing two major accreditation are taking place, which are: 1. PMP Certification 2. LEED GA or LEED AP...
  6. AshiqRumi

    Consideration of Slab’s Bending Resistance to the Lateral Load Resistance of a Rigid Frame

    Hi Everyone, I would like to know about your opinion regarding consideration of a slab’s bending resistance (transverse bending stiffness) to the lateral load resistance of a column – beam rigid frame structure………… In the “Tall Building Structure” – Stafford smith, Alex Coull, it is suggested...
  7. AshiqRumi

    Pile Cap Design for Asymmetric Pile Group

    Hello Everyone, Last day i went to visit a site and found 2 piles of a 4 piles group has been shifted 1 ft away from drawing location. Now, how can i solve the problem to ensure all the piles will be active under column loading ??? if i need to design the pile cap according to as cast...

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