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  <titleInfo>
    <title>Design of steel building structures</title>
    <subTitle>a microcomputer package</subTitle>
  </titleInfo>
  <name type="personal">
    <namePart>Jeyaram, Ramadasan</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Loo, Yew Chaye</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Worsak Kanok-NuKulchai</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Ping Kunawatsatit</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Wireland, Martin</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Government of Norway</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1984</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>62 p.</extent>
  </physicalDescription>
  <abstract>A microcomputer package is developed in Applesoft BASIC for the design of planar steel building frames on an Apple II system. The structural analysis program, MICROFEAP, is incorporated in this package. Modifications have been carried out, thus making it more suitable tor design use. The Australian Standards Association Steel Structures Code AS 1250-1975 is adopted as the basis for design. Relevant design recommendations of the  American Institute of Steel Construction a nd the American Welding Society are also included. Three load combinations are considered for analysis and design. To account for three-dimensional effects, provisions are available for user input torsional moments and out-of-plane bending moments to be included in the design process. The metric series of universal beam and column sections manufactured by  Kawasaki of Japan are included in the data bank for sectional  properties. Options for built-up sections and user specified  sections are available. The package also includes the design routine for welded beam to column connections.</abstract>
  <note>A thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering, School of Engineering and Technology</note>
  <note>Thesis (M.Eng.) - Asian Institute of Technology, 1984</note>
  <subject authority="lcsh">
    <topic>Building, Iron and steel</topic>
    <topic>Computer programs</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. ST-84-08</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B20464</identifier>
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