Fig 5 - uploaded by Asen Stoyanov
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Source publication
This paper concerns finding solutions of statically determined plane truss not built from triangles. The first solution is obtained replacing two truss bars from the structure by another two ones and solving the new truss "by hand". The second solution is obtained using the package MathCAD.
Contexts in source publication
Context 1
... x E -matrix whose elements are projections of the unit vectors of the truss on the axis "x" -see Fig. 5 and Fig. ...
Context 2
... y E -matrix whose elements are projections of the unit vectors of the truss on the axis "y"-see Fig. 5 and Fig. 6; P -matrix whose first four elements are projections of the external forces on the axis "x", and other four elements are projections on axis "y"; S -matrix whose elements are the unknown bar forces in the truss -see Fig. 5. The authors of the textbook [4] do not give solution "by hand" for the considered ...
Context 3
... y E -matrix whose elements are projections of the unit vectors of the truss on the axis "y"-see Fig. 5 and Fig. 6; P -matrix whose first four elements are projections of the external forces on the axis "x", and other four elements are projections on axis "y"; S -matrix whose elements are the unknown bar forces in the truss -see Fig. 5. The authors of the textbook [4] do not give solution "by hand" for the considered ...
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Citations
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