All personnels who are in this field are welcomed as long as your activity is NOT: a) commercial (business) espionage, b) creating impression of espionage, c) possible future espionage.
Thus No competitors, possible competitors and their associates.
  • 资料档位置:将资料档复制到X:\ 驱动区的个别文件夹里
  • 固定用户:
    1. 可申请独立及唯一的用户名(USER NAME)
    2. 密码:可申请
    3. 资料档位置:除了上述方式外,可以更便捷方式,在你计算机里原来的驱动区(例如:C:\) 里作业

  • ACADEMIC USE ARE WELCOMED FOR FREE USE ALWAYS:

    • User Name: staff
    • Pass word: staff (Change due to new equipment requirement)
    • User Name: student
    • Pass word: student (Change due to new equipment requirement)
      • You do academic work using most comprehensive all around program with discovered theory in FINITE ELEMENT ANALYSIS.
      • Thus, 5 years, 10 years, 20 years even 30 years later you are still enjoying your NOT obsolete knowledge in your career of Structure Engineering Solution.
      • Vendor is the longest and most durable Structural Engineering Software developer in world history so far plus strongest brain power concentration in this field. (since 1968)

    CAE SETS: TRUE REPRESENTATION on ALL CAPABILITIES   vs STAAD : MISREPRESENTATION plus NOT accepting RESPONSIBILITY for such MISREPRESENTATION, with deliberate FAKE EXAMPLES:

    (Not program BUGS, which are due to human fallibility.)

    US$100.00 REWARDS for Uncovering of Fake example/claim

  • Suspension Bridge Capability ? (You can help police the bad apple by reporting any suspicious example to the Computation Center. We will verify for you if you ever come across one.) (If you are the first to come across one that appears real to you, Please, send in the example. We will paid for it and verify for you.)
  • Compression-only Member ? ( If you come across this example, Please, send it in. We will paid for it and verify for you.)
  • Big Steel Towers: (For Example: France's Paris Tower, Japan's Tokyo Tower) If you come across this kind of tower design claim, please, let us know we will do reanalysis to verify for it FREE of charge. (The bigger, the structure; the more complicated, the structure; the better.)
  • Suspicious Capability beyond Linear Capability: If anything beyond Linear capability about which you believe to be advanced, have suspicion or can not comprehend normally; send it in. We would verify for you.
    [For example: Member Cable (already uncovered), Tension bracing [Already uncovered].If member hook, Member Haunch, member arch, member composite; anything you in the field of finite element theory considerd advanced out side text book you can find.]
    It takes sometimes before its fake claims and fake examples can be uncovered. You as end users knowing that the mechanism to do the verification is ready world-wide now. Together, we can weed out the bad apple and our industry can function better.

    HOW to REPORT:

  • Log onto our 24 hr world-wide on-line Computation Center.
  • Create a file at REPORTFAKE folder on Drive Y:\, or
  • Email: reportfake@caesets.net

    Precise vs Approximate Analysis

  • To verify for precision of your runs:One of the examples: zero compression Tension-only
  • Floor load approximate analysis NOT precise enough problem ? If so, we will do precise analysis with input just as simple for you. (Certainly your approximate analysis can be covered under factor of safety. This shall belong to the scope of engineering judgement not as a calculation tool.)
    (For example: ETABS Program is handy to analyze a 3-D sky scraper using 2-D model as input to save input amount/time. It has one basic assumption that the sky scraper is regular in shape with rigid deck at each floor. If it is not, then it introduces error that must be covered by the factor of the safety. Fortunately, many sky scrapers can be covered. What situation a sky scraper would not be covered requires good engineering judgement. For that it takes engineering experiences. There are structures that fall in the gray area. In this case the loading condition(s) becomes one of the factors. Thus the judgement becomes difficult. A 3-D model is always safe. Computation Center's Hyper STRUDL can generate 3-D model FAST for a sky scraper. (Certainly, you can still elect to use Center's Super ETABS too.)

    SETS: HIGH PRECISION QUALITY and USEFULNESS

  • PrePre1 & PrePre2 (Preprocessor of preprocessors) give:
    • Precise Isometric View: To obtain VISUALLY CORRECT GEOMETRY of the MODEL to avoid GARBAGE-in & GARBAGE-out later.
      • In one single operation, you can rotate (each from -360 degree through +360 degree) the model about X, Y, and Z axes. (You have option to simply hit Carriage Return to skip the axis you do not want.)
      • All lines retain correct isometric directions and proportions.
        • This means that all lines that are actually parallel must remain PARALLEL no matter what view. (iso-view, top view, front view, side view, any view) (Many of competitors' are NOT.)
        • All lines in any one group of parallel lines retain correct proportion in lengths as compared with true lengths.(Many of competitors' are NOT.)
      • This is the main purpose for you to LOOK at the ISO VIEW from DIFFERENT ANGLES to prepare, check, modify and correct your MODEL GEOMETRY, particularly NODE COORDINATES. Thus it ensures you a CORRECT input data ready for stress and design analysis. Also, if needed, it can be used as drafting/blue-print primer. Without such precision, the ISO-VIEW is not much useful any more except Commercial Ads Sale Gimmick.
    • Precise 3-D Load Diagram: ( one-on-one corelated to text input data)
      • Distributed Load: uniform, varying and so on (full and partial span),
      • Concentrated: Force (Narrow arrow head) and Moment (Wide arrow head; 3-D convention)
    • Precise 3-D Support Diagram: (one-on-one corelated to text input data)
      • Force: Sharp Arrow head (one-way and two-way)
      • Moment: Wide Arrow head (One-way and two-way)
    • Precise SECTION ID Diagram
      • ALL PUSH ONE-KEY-BUTTON to search premade Section Property DATA BASE.
      • The DATA BASE is an ASCII|TEXT file, which any one can PREMAKE with a REGULAR EDITOR.
      • The I D Name (8-letter) of the section is in the form of W36X260, W30X108, etc.
      • Inside an area of graph box, it is brought to attach to the member of interest graphically.
      • It shows clearly on the screen. Thus you can not mistake or miss it visually.
    • Define (Element) Local Coordiate System with 3rd Node vs Beta Angle by others:
      • You can define it with many options at KEYUSP.DAT and KEYPLOT.DAT . (and at the same time to save you input time.)
      • Beta angle by others creates confusion and difficulty for a complex structure.
  • Hyper STRUDL uses: (including associated/related Super SAP and Super ETABS) Modularized and Classified Input Data files
    • KEYPLOT.DAT
      • KEY.REC
      • ALFAKEY.REC
    • ......
    • KEYUSP.DAT
    • MODEL.DAT
    • LOAD.DAT
    • SECT.DAT
    • MAT.DAT (premade and reusable)
      • RESULT
      • RESULTL
      • LBCON
      • JOINTC
    • DESISTL.DAT
      • BSTRESS.DAT
      • STRESS.DAT
    • KEYSTLDE.DAT
    • KEYOUTPU.DAT
    • ......
    • CAESETAB.DAT
    • SETABLDB.DAT
    • LLWINDFI.DAT
    • ..
      • CAESETAB.OUT
    • CAESAP.DAT
      • CAESAP.OUT
    • DAM.DAT
      • DAM.OUT
    • MARGIN.DAT
    • FILELIST.DAT

      Email: reportfake@caesets.net

      Email: cae@caesets.net


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      This page was last updated on Oct./25/2004 .