Søren Caspersen Apps
EpicFEM 1.5.1
Finite Element Analysis of complex beam structures has never beeneasier!Make documentation of your work fast and simple and share itwith your clouds, friends or co-workers.Totally free!!!No Adds, No payments, No trouble...Even hot girls can now become structural engineers;)Export your projects to the new EpicFEM Dynamics modul toperform Modal Analysis.Features:* Supports:* Simple* Clamped* Fixed* Springs:* Spring Vertical* Spring Rotational* Loading:* Nodal Force* Nodal Moment* Distributed loads* Triangular varying loadSections:* Database, EURO and US* Custom sectionsMaterials:* Steel* Concrete* Timber* Aluminum* User-definedDiagrams:* Displacement* Rotation* Shear Force* Moment* Reactions* Write-2-PDF* Save PDF to SD-card* Load/Save projects* SI units* Imperial unitsTags: FE FEM FEA Finite Element Method Analysis Beam StructureMechanics Civil Engineering Calculations 2D Steel Concrete TimberAluminum US Section Profile Free Custom Design Write to PDF ModalDynamics Frequency Eigenvalue Eigenvector
EpicFEM Dynamic 1.1.1
MODAL ANALYSIS of complex beamstructures.Calculate the natural frequencies and mode shapes of your beamstructure.Full compatibility with EpicFEM.Make documentation of your work fast and simple and share it withyour clouds, friends or co-workers.Features:Loading:* Self weight* Nodal Force* Nodal Moment* Distributed loads* Triangular varying load* Automatic load to mass conversionSections:* Database, EURO and US* Custom sectionsMaterials:* Steel* Concrete* Timber* Aluminum* User-definedSupports:* Simple* Clamped* Fixed* Springs:* Spring Vertical* Spring RotationalGraphs:* Modeshapes* Animation of mode shapes* Write-2-PDF* Save PDF to SD-card* Load/Save projects* SI units* Imperial unitsMass Matrix:* Consistent* Lumped without rotation* Lumped with rotationTags: FE FEM FEA Modal Dynamics Finite Element Method AnalysisBeam Structure Mechanics Civil Engineering Calculations 2D SteelConcrete Timber Aluminum US Section Profile Custom Design Write toPDF Frequency Eigenvalue Eigenvector