MP & Associates

• Tï êáëýôåñï êáé ðéü ðñïçãìÝíï ëïãéóìéêü óôá çëéáêÜ óõóôÞìáôá, ôï T*SOL ® ðñïóöÝñåôáé ôþñá óôçí áããëéêÞ Ýêäïóç 4.02. Å÷åé áíáðôõ÷èåß ãéá íá âïçèÜ ìç÷áíéêïýò, ó÷åäéáóôÝò êáé åéäéêïýò ãéá ôçí åíÝñãåéá óôïí ó÷åäéáóìü, ôçí áíÜëõóç êáé ôçí ðñïóïìïßùóç èåñìéêþí çëéáêþí óõóôçìÜôùí, åíþ ðáñÜëëçëá ôï T*SOL ÷ñçóéìïðïéåßôáé áðü ðáíåðéóôÞìéá êáé åñåõíçôéêÜ éíóôéôïýôá.
  Win

• Model and simulate real storm events on the basis of rainfall and other meteorological inputs and system characterization (catchment, conveyance, storage and treatment). Predict outcomes in the form of quantity and quality. Ideal for planning, design, analysis and management of urban storm-water runoff systems.
  DOS, Mac, NT, OS/2, Win, UNIX

• Determine safety factor in slopes, fills and excavations given different soil types, pore pressures and surface loading.
  Win

• Topics include backfill load in concrete pipes, design of a continuous beam, moment and shear in beams, brittle and ductile failures in concrete, stresses and capacity of concrete beams, counterfront wall-approximate design, design of concrete collars, buries structures (desin of flexible conduits), structural design of footings, loads for steel columns, welded joint designs and deflection of trusses. Requires Mathcad.
  Win

• Topics include bearing of deep foundations, soil pressure, pipes in series, flocculators, friction loss in pipes, discharge rate and depth, pipes in parallel, rheological behavior of soils, seepage, soil pressure and well yield. Requires Mathcad.
  Win

• Includes Volumes 1 through 4. Requires Mathcad.
  Win

• Includes column building and elastic stability, stress force and deflection for beams, section properties (moment of inertia, plastic section modules, etc.), combined loading problems, non-isotropic material stress analysis, collapse loads with plastic hinge locations for straight beams; stress, strain and deformation for axisymmetric loading and eccentric loading, vibration and natural frequencies, stress concenntration factors, torsional loading problems, combined stress formulas and infinite-length beam analysis. Requires Mathcad.
  Win

• Includes curved beam cross-section properties: distance to centroidal axis and neutral axis and stress ratio; stress, force and deflection for curved beams in bending, torsion, tings and arches; section properties including moments of inertia and plastic section moduli;, torsional loading problems, buckling and curved columns, distortion of tabular sections and beam analysis for a varying section. Requires Mathcad.
  Win

• Includes stresses and deflection of flat plates, circular plates, rectangular plates and triangular plates. Large deflection on flat plates and circular plates. Discontinuity analysis results at the junction of shells and plates; discontinuity stresses, radial displacements, bending moments, shear forces, torsional rotation, loadings at junctions of shells and plates, internal external pressure, axial load forces, hydrostatistic linear variance pressure, high/low speed rotation, natural frequencies of plates, buckling of plates and sections, moments, shear forces and slope changes. Stress concentrations. Requires Mathcad.
  Win

• Includes bending and membrane stresses of thin-walled pressure vessels, cylindrical shells, spherical shells, conical shells, partial spheres and toroidal shells. Buckling, moments, shear forces, deflection and slope changes in thin and thick walled pressure vessels, and much more. Requires Mathcad.
  Win

• Determine the factor of safety for rock shapes and excavations. Wedges which can slide are automatically determined from the joint data. Uses equations of equilibrium.
  Win

Óõíäåèåßôå ìå ôá åðüìåíá åíäéáöÝñïíôá Sites êáé äåí èá ÷Üóåôå!

Ôåëåõôáßá ÅíçìÝñùóç 30 Máñôßïõ 2010 - Last Revised on March 30th 2010
Ðñïçãïýìåíç óåëßäá

---