The Equivalent Lateral Force method is an alternative (simplified) approach for determining distribution of seismic base shear force on the height of regular, multistory building. This method is the most commonly used design procedure allowing determination of design seismic forces by a linear elastic static analysis of the structure.

The Equivalent Lateral Force method allows seismic analysis according the following national codes:

In Robot Structural Analysis Professional besides the seismic load analysis using the Response Spectrum approach there is also the Equivalent Lateral Force method.

The Equivalent Lateral Force method is an alternative (simplified) approach for determining distribution of seismic base shear force on the height of regular, multistory buildings.


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The integration between Autodesk Revit 2016, fabrication and analysis software is getting more comprehensive and opening wider possibilities to the various disciplines for data transfer, collaboration and reuse of intelligent, data rich models. One of the key requirements here is to have a central, robust set of data relating to the section shape, structural performance and other important properties such as fabrication data for bolt and weld sizing.

I would imagine that this will, in the future become automated based on analysis results either from Autodesk Robot Structural analysis or from third party tools via the API. The forces will likely be rationalised and then automatically populated to each steel member. It goes without saying that the End forces can be tagged and scheduled.

The Structural Engineer is responsible for the interpretation of design criteria, related structural analysis, and creation of permit and construction drawings and specifications. The position requires coordination with construction management and field personnel, suppliers, vendors, and other design team members. The Structural Engineer must be able to work on several projects at the same time and ensure timely completion of each project deliverable. The right candidate will be asked to work collaboratively as a team, as well as autonomously, without management oversight. The work environment is fast paced, requiring responsiveness, resourcefulness, and the ability to rapidly change direction.

Determining reactions at supports is always the first step in analyzing a beam structure, and it is generally the easiest. It involves calculating the reaction forces at the supports (supports A and B in the below example) due to the forces acting on the beam. You will need to know this to progress through and calculate bending moment diagrams (BMDs) and shear force diagrams (SFDs); an important part of your statics and structural college/university courses. SkyCiv offers a powerful Free Reaction Calculator that allows you to model any beam and show these hand calculations for you, but it is also an important concept to understand.

In addition to the seismic load analysis using the Response Spectrum approach, Robot Structural Analysis also contains the Equivalent Lateral Force method. The Equivalent Lateral Force method is an alternative (simplified) approach for determining distribution of seismic base shear force on the height of regular, multistory buildings.

Case: A point force is placed in the node imported to IDEA StatiCa. The software cannot detect which member should transfer this point force and, therefore, it is not taken into account in the analysis model.

Case: Loaded, non-steel (usually timber or concrete) member is connected to the imported node. Such a member is not considered in the analysis and its internal forces are ignored in the analysis.

Case: There is a seismic load in the structural model. The imbalance is caused by the nature of the calculation method widely used. In seismic states, the values of individual internal forces are calculated using the square root of the sum of powers and therefore they are all positive, and this way they are also imported.

Download SketchStruct for free. Structural analysis for Google Sketchup. This is a plugin written for Google Sketchup to perform structural analysis. Currently the plugin is limited to pin jointed trusses but the fully developed version of the plugin...

Robot Structural Analysis Professional is structural load analysis software that verifies code compliance and uses BIM-integrated workflows to exchange data with Revit. It can help you to create more resilient, constructible designs that are accurate, co-ordinated and connected to BIM.

Advance Steel has two main ways of helping with this; first the design of the connections doesn't depend on a family particular set of parameters (in spite of these being 100% editable), but on the chosen members particular type of profile, so Advance Steel does suggest an overall design. And second, and perhaps most importantly, the Verification of the Connections based upon the actual internal forces resultant of the diverse loads and stresses to which the structure is being subjected.


This is perhaps one of the most, if not the most relevant aspect of Advance Steel as a structural design software. But if Advance Steel isn't a Structural Analysis software, how is this performed?


When we say "verification" it simply means that the connection's design will be verified based on the required (provided) internal forces; shear, bending moment and axial force. And not necessarily that these data will be generated by the program itself, software like Autodesk RSA (Robot Structural Analysis Professional) or CSI SAP2000 could work for this purpose.


So once a design is proposed Advance Steel will look at the provided information (internal forces) and perform the proper verification. This by itself isn't a small deal! As it will greatly help in obtaining reliable connections between all the members in the structure.


Aside from this though, there's other options within Advance Steel which focuses more on productivity, as the Drawing Style Manager and some other documenting tools.

Users can do the dynamic structural analysis directly using MFBD technology of RecurDyn. However, sometimes it is useful to calculate the load conditions of the dynamic model and use them as the input condition of the static structural analysis.

Simcenter offers a dedicated application to map steady state or transient flow results onto a target model, typically an independent structural model from the same geometry but with a different mesh. For example, one could be interested in the stress and distortion analysis of a canopy due to wind forces.

In a transient analysis, in the absence of vertical constraint, the structure would be accelerated by the force difference between weight and applied vertical force, and the structure would both move and vibrate during the transient analysis.

Inertia Relief gets the FEA model to exactly balance the force difference (applied force minus weight) in a static analysis with acceleration body forces over the whole structure, so that the reaction on the vertical constraint is zero. Depending on the position and direction of the applied force versus center of gravity, accelerations may exist in X, Y and Z, as well as rotational accelerations about X, Y and Z.

Ansys Workbench Mechanical supports Inertia Relief in a static structural analysis when certain conditions are met. Users must turn on Inertia Relief in the Analysis Settings for the static structural environment, and supply just enough constraint to prevent rigid body motions in X, Y, Z, ROTX, ROTY and ROTZ. Reaction forces of zero should result. The Output text listing will report the structure accelerations that are implied by the force imbalances.

We note that when the shear force is zero, the slope of the BMD is also zero indicating a local maximum in the BMD. We also note the change in sign of the slope of the BMD as the shear force goes from positive to negative. Remember that the shape of the SFD was itself deduced from the shape of the loading diagram. By making use of these relationships between loading, SFD and BMD, we can build up a qualitative picture of structural behaviour.

Elementary study of forces and force systems using graphic and analytic methods. Basic structural concepts: reactions, shear and moment diagrams, axial, eccentric and combined loading on beams and columns. Design of floor and roof structural systems: load analysis, acting and resisting stresses. Truss stress analysis. Introduction to steel design. Prerequisites: PHYS 203A, PHYS 253A. Restricted to major.

Continuing study of framing materials and systems for buildings using advanced concepts of structural analysis. Included are earth- quake resistant structures, wind resistant design, composite beams, plastic theory, statically indeterminate structures, long spans, moment distribution, multi-story structures, and other related topics. Not for graduate credit. Restricted to major.

There is no one-size-fits-all software that offers solutions for all issues. Even if there were such a program, it would be so manifold that it would not be very easy to use. Therefore, there will always be isolated solutions that have an advantage over the all-in-one solution. The advantages of both solutions can be combined with BIM, and working more effectively is possible. For example, it is possible to export design internal forces for the dimensioning of Hilti anchors (Hilti PROFIS Engineering) from the RFEM structural analysis program by means of BIM integration.

Additionally, there is the option to combine the specific strengths of BIM software in planning with those of typical structural engineering software. It is thus possible to display items of a structural model in the BIM model or, depending on the application, directly generate reinforcement drawings based on the structural model. It is also possible, for example, to export the design values from the FEA software RFEM directly as 3D reinforcement into Revit. be457b7860

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