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Computer program for the design of laterally unsupported angle beams
AbstractBased on the theory developed by Leigh, Thomas and Lay, a FORTRAN77 computer program for the design of laterally unsupported steel angle beams is developed. The program can be used for any span length and superimposed load. All available angle sections may be built into the database of the program. For a given set of input data, the program prints out a complete list of available sections that are safe against the bending and shear stresses. To make the program more useful, the deflection due to the superimposed load is also calculated and the sections are checked against the allowable deflections. For the convenience of the users, the input to this program is in the form of DATA statements and, therefore, is free from formats. The computer program has been tested extensively and a good correlation with the published work has been obtained.
Computer program for the design of laterally unsupported angle beams
AbstractBased on the theory developed by Leigh, Thomas and Lay, a FORTRAN77 computer program for the design of laterally unsupported steel angle beams is developed. The program can be used for any span length and superimposed load. All available angle sections may be built into the database of the program. For a given set of input data, the program prints out a complete list of available sections that are safe against the bending and shear stresses. To make the program more useful, the deflection due to the superimposed load is also calculated and the sections are checked against the allowable deflections. For the convenience of the users, the input to this program is in the form of DATA statements and, therefore, is free from formats. The computer program has been tested extensively and a good correlation with the published work has been obtained.
Computer program for the design of laterally unsupported angle beams
Ray, Sujit K. (author) / Madugula, Murty K.S. (author)
Journal of Constructional Steel Research ; 12 ; 55-68
1988-05-25
14 pages
Article (Journal)
Electronic Resource
English
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