Beam 2.1.1.107 Crack + License Key Download
Beam can analyse beams with differential equation of the curly axis of beam, multiple support, building M, Q, P, U diagramm, appearing in beam from attached external loads. Program produces check and selecting the section of the steel beams, described in ranges of the steel profiles. Results of calculation possible to export in format HTML, as well as in MS Word. Program is written on Delphi 7 for platform Windows.
Here are some key features of "Beam":
Download Beam Crack
| Software developer |
JT Soft
|
| Grade |
3.0
1058
3.0
|
| Downloads count | 9120 |
| File size | < 1 MB |
| Systems | Windows All |
￭ Steady-state calculation multidimensional statically vague beams on loads, acting in vertical plane. Loads can be: concentrated power F, bending moment M, evenly and unevenly portioned load Q, as well as own weight of the beam.
￭ Selecting the section of the beam from ranges of renting or checking the user section. Expansion amount range.
￭ Building diagrams: sagging, angle of tumbling of the sections, bending moments and cross power with finding maximum and minimum importances and their snaps.
￭ Export result calculation in format HTML (htm) and MS Word (doc);
￭ Support ensemble units of the measurement for loads and distances;
￭ Support two languages (En/Ru).
Limitations:
￭ Greatly length of the beam - one kilometer;
￭ Amount intermediate full tilt - is not limited;
￭ Amount of concentrated power, bending moments, portioned loads - in registered versions is not limited;
￭ Maximum importance of the load - 1E10 kN (kN*m, kN/m);
￭ Tolerance at conclusion: minimum 0, maximum 4 signs;
￭ Width drawing for conservation in format HTML or MS Word: minimum 300, maximum 10000 points;
￭ Quality to compression drawing: minimum 50%, maximum 100%;
￭ Module to bounce of the material E: minimum 50000, maximum 1050000 MPA;
￭ Accounting resistance become Ry: minimum 10, maximum 1000 MPA;
￭ Factor reliability on load: minimum 0,5, maximum 2;
￭ Design value of the sagging: minimum 1/10000, maximum 1/10 from maximum stairwell of the beam.