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  1. amkp_EIT

    Spiral for Deep Foundation ACI 318-19

    Hi everyone, I have a question regarding spiral reinforcement detailing for deep foundations in accordance with ACI 318-19. Specifically, do the reinforcement detailing requirements of Section 25.7.3—particularly 25.7.3.1(b), which limits clear spacing to not more than 3 inches—apply to deep...
  2. amkp_EIT

    Coupling Beam- ShearWall

    Hi All, I would like to know your views about the coupling beam design and coupling shear wall connection. i am having a stair core as shown below screenshot. Do you think a coupling beam between two walls as shown in the images are good? I believe that since the walls are out of planes...
  3. amkp_EIT

    PT slab construction steps

    Hi all, I would like to know more about PT flat slab construction steps / sequences . As per the received method statement from contractor , following are the steps 1.Slab pouring with rebar and tendons as designed. 2.Initial stressing (25% of total stressing) when concrete reaches 15 Mpa (...
  4. amkp_EIT

    column-foundation connection

    Hi All, I would like to hear your opinion about the column foundation connection. what is the actual condition of a column foundation connenction ? Pinned or fixed ? . does it depend on the foundation types ? what is common practice for the anlysis and design of high rise RC building ? thanks
  5. amkp_EIT

    RCC Pile design

    Hi All, i am just learning how to design a Pile and pile cap for a RC column . Can anyone explain how the column moments and shears are transferred to ground through the pile group. And what are the governing load combination for the design ?. Kindly suggest some useful reference ( Quick...

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