#Save wizard cracked 5.55 manual#
The PARAMETER command is used to specify the steel design parameters (information on these parameters can be obtained from the manual where the implementation of the code is explained). LOAD LIST 1 4 5Ī LOAD LIST command is a means of instructing the program to use only the listed load cases for further processing. The preceding PRINT command is an instruction to produce a report, in the output file, of the member end forces. The LOAD LIST ALL command enables all the load cases in the structure to be made active for further processing. LOAD LIST ALLĪt the end of any analysis, only those load cases for which the analysis was done most recently, are recognized as the "active" load cases. The above CHANGE command will re-activate all inactive members. (As explained earlier, a combination case is not truly analyzed for, but handled using other means.) CHANGE
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Only primary load case 3 will be considered for this analysis. This command instructs the program to proceed with the analysis. Load combination case 5 combines the results of load cases 1 and 3. Thus, an analysis in the real sense of the term (multiplying the inverted stiffness matrix by the load vector) is not carried out for load combination cases. For load combinations, the program simply gathers the results of the component primary cases, factors them appropriately, and combines them algebraically. Load combination case 4 involves the algebraic summation of the results of load cases 1 and 2 after multiplying each by a factor of 0.75. Length unit is changed from METER to MMS. The CONSTANT command is used to assign this material all members. The DEFINE MATERIAL command is used to define a material. Since the spacing between the two angles of the double angle is not provided, it is assumed to be 0.0.
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The word LD stands for long leg back-to-back double angle. The word ST stands for standard single section. Properties for all members are assigned from the British steel table. This means these members can only carry axial tension/compression and no moments.
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The preceding command defines that members 9 through 14 are of type truss. MEMBER INCIDENCEġ 1 4 2 3 5 7 4 3 6 5 6 8 6 4 5 7ĭefines the members by the joints to which they are connected. Note: Semicolons ( ) are used as line separators to allow for input of multiple sets of data on one line.