rekcah

rekcah

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Member since
Nov 2, 2012
Last active
Feb 9, 2015
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  1. #Threads

    Design concrete strength up to 100 Mpa?

    is there any materials engineer in here? it is possible to design a concrete mix up to 100Mpa cylindrical strength? if possible...

  2. #Threads

    02348d64-f97f-4bc0-92cb-421e7a6a3c2a

    i suggest also you should model you plan in some structural analysis program, in order you can investigate if that is possible...

  3. #Threads

    THICKNESS OF SOLID SLAB WOULD NOT REQUIRE DOUBLE REINF.?

    hi everyone, thus anyone who have an idea what is the thickness of solid slab which is not require a double reinforcement...

  4. #Threads

    23b2ca22-dec7-4f6e-84b3-4bcd4561734e

    im using staad pro v8i, how about if you are using a master slave command represent as you diaphragm, how would it...

  5. #Threads

    Effect of Slab opening in seismic analysis?

    In designing seismic analysis or windload: What are the effect of slab opening? and how would be this model in structure in...

  6. #Threads

    1d554525-07cb-4a3d-9f84-aee0c8661d3e

    Concrete expands and shrinks with changes in moisture and temperature. The overall tendency is to shrink and this can cause cracking at...

  7. #Threads

    2ede2b73-5aa6-4e8c-833f-057846589b0c

    i just read this one in csi knowledge: #-Link-Snipped-# Rigid diaphragms have infinite in-plane stiffness properties, and therefore they neither exhibit memb...

  8. #Threads

    f8038c3b-ac3d-4584-9e2e-e884083e135b

    just take a look for this one: #-Link-Snipped-# hope it helps

  9. #Threads

    a3c0fb96-beac-4712-b4e6-40d5906cf7ef

    in staad rigid here are some explaination regarding your query: 1. Rigid Floor Diaphragm which assumes that the floor is very rigid...

  10. #Threads

    e6db7f5e-71d0-4a45-9d38-6a2f4e59c279

    just download ACI-318 in CHAPTER 13—TWO-WAY SLAB SYSTEMS, it explain how the loads distributed from the slabs to the beam

  11. #Threads

    06db4a0c-fa0d-4911-b749-8889d08aeb08

    hi i like this one "Real strength is not what you have when fighting for only yourself. When you have something special...

  12. #Threads

    70cf38cd-44ad-4dcd-857e-0a477676d457

    dear sairaj, can you tell me what design code you are using?

  13. #Threads

    74f592f8-55d4-4caa-a285-b9f0c07d6d2e

    hi, since you were explaining the dampers which is related to seismic analysis. can you explain the what is p-delta analysis? i...

  14. #Threads

    6b10896f-b5cd-4b72-8c7e-1dd2264abc3e

    dear maverick, your proposal location of columns in your drawing is the best solution, just increase the size of your column parallel...

  15. #Threads

    44311725-9b48-40fe-929e-1d63ad550321

    largest Pu, Mux, Muy. you can check this one on maximum forces by section property if you are using staad pro v8i....

  16. #Threads

    How would staad determine the design loads in column?

    dear all, im using staad pro v8i, when i run the analysis sometimes staad choose the less value of my combinations loads.....