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  • Users: Anand23404
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  1. Anand23404

    SEISMIC CALCULATION OF STORAGE TANKS AS PER API 650

    Hello there! Greetings for the day! I have been thinking for a while about this and hence putting it before you for my better understanding. Refer Annex-E (Seismic Design of Storage Tanks): What is the meaning of "The Design level Peak Ground acceleration parameter (Sp)and what is the unit of...
  2. Anand23404

    Seismic Calculation - Atmospheric Storage Tanks - Peak Ground Acceleration

    Hello there! Greetings for the day! I have been thinking for a while about this and hence putting it before you for my better understanding. Refer Annex-E (Seismic Design of Storage Tanks): What is the meaning of "The Design level Peak Ground acceleration parameter (Sp)and what is the unit of...
  3. Anand23404

    32" nozzle on 60" head

    What problems shall i face if i design an exchanger with a nozzle of 32" mounted on ellipsoidal head of 60"? shell side pressure (cooling water) =10kg/cm2. channel side pressure (CO2) =3.5 kg/cm2. MOC= SS. Degign temp= 65 degree. regrds
  4. Anand23404

    Equivalent material of SA 537 Cl1 in PD 5500 code

    What is the Equivalent material for SA 537 Cl.1 in PD 5500 design code?
  5. Anand23404

    Design code for Ammonium Nitrate melt tank

    Please help me with the design code applicable for AN Melt tank. is it API 650? rgrds
  6. Anand23404

    Location of Primary Wind Girder

    Somebody please explain how to select the location of a primary wind girder. regards
  7. Anand23404

    Api 650 Anchorage requirement

    Hi there! Greetings.. I am designing a tank for worst seismic zone and having Dia=20m & Ht.= 18m (liquid ht=17.5). Through the calculation , i am getting the Anchorage ration, J= 3.8 and therefore Anchor bolt size is coming out to M56 (36Nos.). The requirement is quite high and i am not sure...
  8. Anand23404

    Seismic design as per API650

    Dear fellows! Greetings! please help me out the problem i am facing now.My quesry is about Equation E-4.6.1-1 of API 650, 2013. it says '...However, Ai>= 0.007and for S1> 0.6...Ai> 0.5S1.(I/Rwi)= 0.625Sp(I/Rwi)" Here, please be noted that i am getting S1 value which is greater than 0.6 and Ai...
  9. Anand23404

    Seismic design as per IS 1893 in conjunction with API 650

    I have a problem while designing a tank for Seismic Analysis as per API 650, 2013. The tank is located in India hence the applicable code for Seismic is IS-1893 & Zone given is V. For zone V the value of z is 0.36. My concern is how to calculate the values of Ai & Ac, where Ai is Impulsive...

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