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  • Users: gotothesky
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  1. gotothesky

    Inquiry of Practical Design Formula for Fire-tube Boiler.....

    Helle, I have to consider a new boiling system such like fire tube boiler. Usally, Boiler boils water only. But, My item is NOT to boil WATER. (may be, Commercial software for Fire tube boiler is not available.) Due to This reason, I would like to get All Formula needed for Fire tube boiler...
  2. gotothesky

    Inquiry for Design of Stripping Column

    I am an exchanger thermal design engineer. I wonder how to do design of stripping column. This stripping column is for removing Nitric and Sulfuric acid from water. From Top of stripping column, Pure water comes out. This kind of equipment is normally designed with process simulation software...
  3. gotothesky

    How to do Insulation for Stack (chimney)?

    Dear Sir, I would like to know a normal practice for Insulation of a Stack (Chimney)! As you see an above picture, Insulation is applied to inside of a Stack! I think this way seems to have many benefits! Anyone who know it well informs whether this application of Insulation for a Stack is...
  4. gotothesky

    How to do Insulation for Stack (chimney)?

    I would like to know a Normal Practice for Insulation of Stack! For Above Picture, Is it a Normal Practice? The Insulation inside of a Stack seems to have many benefits. Anyone who knows it well gives me your kind comments. Regards,
  5. gotothesky

    Local Loads application for Rectangular supports

    In COMPRESS (Pressure Vessel Design Software), External Loads can be analysed with adding Clips/Lugs. (See Below Picture!) In local load input boxes, there is no box for Torsional Moment! I confirmed this matter with Codeware! They replied me "The Latest "WRC 537" does not allow Analysis of...
  6. gotothesky

    How can Level of Condensate be calculated in A Condenser?

    Hello I would like to confirm some matter for Condensing exchanger! Vaper is changed to condensate in heat exchanger. I want to know level of condensate in heat exchanger. Thank you in advance...
  7. gotothesky

    Non-condensible in Reflux condenser.

    Hello, I have a question regarding Operation of a Reflux condenser. From a top of Distillation tower, the vapor condenses to liquid in a Reflux condenser. In that case, Is there possibility to accumulate Non-condensibles due to leakage or the others in the Reflux condender? If Non-condensibles...
  8. gotothesky

    I need a help regarding flange factors........

    I would like to design Studding flanges for high pressure exchanger. Commercial software for pressure vessel calculation dose not provide Design option of Studding flange. Due to above reason, I have to make strength calculation sheet for flanges. But, I am very sorry that I have a big...
  9. gotothesky

    [Equipment Process Design problem] Question regarding Deaerator construction......

    Hello,all.. I am a engineer for boiler thermal design. For Deaerator, I would like to design with PACKING Material.... (I mean packing tower such like stripping column...) My proposal as above is reasonable. But, nobody considers PACKING column for a Deaerator.... Is there any person who can...
  10. gotothesky

    Hello!! I would like to confirm

    Hello!! I would like to confirm some mechanical matter with you. I am very sorry that I can't find out exact design procedure of hinge design for door. The center of gravity is not at the center of door... During design, we have to consider eccentric effect of center of gravity of door during...
  11. gotothesky

    Regarding Fired Tube Boiler Design as per ASME Code.

    AS per ASME Code Sec.I, One of The Requirements for Fired Heater tubesheet is PFT-25.2 as follows. Any part of the tubesheet that comes between the tube, furnace, or water‐cooled turnaround chamber, and the shell [highlight #CC0000]need not be stayed[/highlight] if the greatest distance...
  12. gotothesky

    Inquiry of Seismic Response.

    As per My experience, Seismic Loads can be considered as Lateral Force. According to Seismic Code, we can take Lateral Forces and consider Overturning Moments with it in Tower Design. I am performing design of Stack as per ASME STS code.(ASME-STS-1 2011 steel stacks) I understand this code for...
  13. gotothesky

    ASME-STS-1 2011 steel stacks_Seismic Response!

    I am performing design of Stack as per ASME STS code. I understand this code for Stack Design except for Seismic Response. If anyone can do, please send me sample calculations of it. or Please inform any reference for my study. Seismic Response : It seems related to Vibration during Earthquake...

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