Calculator for sections of beams, columns and bars
Dimenes is a program useful to design metallic structures for the most common cases.
Differential Temperature Effects on a Continuous Beam
This spreadsheet calculates the secondary effects (bending moments and shear forces) produced by the releasing moment from differential temperature effects on a continuous beam.
EBPlate is a piece of software developed by CTICM with a partial funding of the European Research Fund for Coal and Steel (RFCS). It assesses the critical stresses associated to the elastic buckling of plates loaded in their plan.
Reinforced steel and concrete frames
EBSTRA helps you to create reinforced steel and concrete frames for vertical and horizontal loads. It will give displacements in inches, joint rotation in radians and moments.
ECCS EC3 Calculator provides a database of stainless steel products and suppliers and also calculates the resistance of beams and beam-columns.
Effective Span of Plate Girder with no Bearing
The effective span and maximum bearing pressure for a plate girder with no specific bearing is calculated in accordance with BD 56/10 clause 16 and Figure 16. 1A
Structural analysis of plane (2D) frames
EngiLab Beam. 2D 2014 is an easy-to-use yet powerful engineering tool for the structural analysis of plane (2D) frames for Windows, using a 3-DOFs (Degrees of Freedom) per node approach.
Linear static analysis of plane (2D) trusses
EngiLab Rod. 2D is a powerful engineering tool for the linear static analysis of plane (2D) trusses for Windows, using a 2-Degrees of Freedom per node approach.
Structural Analysis Using The Stiffness Matrix Method
Program for structural analisys using the Stiffness Matrix Method. It has its own graphical interface and full GUI.
Discontinuous stress fields and strut-and-tie models
Fachwerk is aimed at structural engineers who analyse and design reinforced concrete structures.
Fachwerk3D is the spatial version of the program Fachwerk. It intends to simplify the application of discontinuous stress fields and strut-and-tie models.
3D truss analyzer using finite element methods
Easy to use 3D truss analyzer using finite element methods. It has an easy graphical interface where you can define, loads, nodes and elements.
Design and analysis of 2D and 3D frame structures
Program suite FIN EC is a great tool for design and static and dynamic analysis of 2D and 3D frame structures.
Rectangular Spread Footing Analysis
FOOTINGS is a spreadsheet program written in MS-Excel for the purpose of analysis of rigid rectangular spread footings with up to 8 total piers, and for either uniaxial or biaxial resultant eccentricities.
Portal and Gable Rigid Plane Frame Analysis
FRAME is a spreadsheet program written in MS-Excel for the purpose of plane frame analysis of portal and gable rigid plane frames subjected to various types of loading.
Structural Analysis of 2D and 3D Frames
Frame3DD is free open-source software for static and dynamic structural analysis of 2D and 3D frames and trusses with elastic and geometric stiffness.
This intuitive and feature rich finite element app is especially useful for civil engineers, mechanical engineers, architects and students who wish to design 2D frames.
Two-Dimensional Frame Analysis
Ftool provides a simple analysis program that merges, in the same interface, resources for effective creation and manipulation of the model, linked to a fast and effective code for visualization of the results.
Continuous Beam Analysis for Excel
The easiest and most straight forward continuous beam analysis program available.
3D Finite Element truss and beam elements
GBW32 V5. 0 is a 3D Finite Element program that uses truss and beam elements to model a wide range of Mechanical and Civil structures.
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This is an excellent and pretty straigtforward tool to analysis 2 dimensional frame structures....
Very handy, if only european steel profiles were included, that would be very much more practicable. Thanks a lot....
how can i activate this program. . . please...
It is completely free. For commercial use too...
Thanks. . ....