
June 15, 2015
Improved Result Access in RISA
This video tutorial will demonstrate how to find quickly review the results in RISA-3D in order to optimize the design.
In structural engineering, few design challenges are as rewarding—or as unforgiving—as the tall building. While gravity systems and code checks form the backbone of any structural project, once a structure rises beyond ten or fifteen stories, a shift occurs. Wind and seismic forces begin to dominate. Story drift and torsional irregularities become non-negligible. Load paths grow increasingly indirect. And design decisions, if not carefully made early on, can have exponential consequences higher in the structure. Tall buildings are not simply “bigger” versions of short ones. They behave differently. And understanding those differences is essential for any engineer working in an urban environment where building vertically is often the only viable path forward. Modeling for Reality, Not Just Code The foundation of any successful tall building design lies in the model—its assumptions, resolution, and degree of abstraction. Many engineers begin with simplified representations: rigid diaphragms, idealized connections, and linear material properties. This is practical and often sufficient for early design phases. But as the building increases in height and complexity, those assumptions may start to mask critical behaviors. Semi-rigid diaphragm modeling, for instance, allows engineers to capture in-plane flexibility of floor systems—especially important in buildings with irregular cores, open floor plans,…
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This video tutorial will demonstrate how to find quickly review the results in RISA-3D in order to optimize the design.
This video will demonstrate how to capture the animation from RISA-3D into a movie format. The deflected shape, moving loads and mode shapes can all be shown as a animation. This feature will now allow you to export this animation to a AVI format.
With the new release of RISA-3D v13.0, you now have the ability to include moving load combinations in a Batch solution. Just select which load combinations you want included in the Batch solution using the “Solve” checkboxes in the Load Combinations spreadsheet.
RISAFoundation has the ability to change the Local Axes for slabs. This is useful when you have a slab that is skewed from the global axis. RISAFoundation will perform the sliding and overturning checks based on the skewed local axis.
Circular pedestals and posts can be added to spread footings in RISAFoundation. To specify a circular pedestal or post, open up the Footing Definition spreadsheet and select the Pedestal tab. Circular shape can be selected for either the Pedestals or Post type.
RISA-3D v13 includes a new Ritz Vector Solver for the Dynamic analysis. When running a Response Spectrum analysis for seismic design, some structures experience large numbers of local modes that don’t contribute to the lateral response of the structure. The use of load-dependent Ritz vectors...
RISAFoundation has the ability to define different types of wall footings. You can define these from the Draw Wall Footings toolbar:
The ability to detach a wall panel from a diaphragm was a feature added in RISA-3D V13.
The ability of RISAFloor ES to design rebar for two way concrete slabs is powerful. Such designs are made much more powerful when they can easily be conveyed on construction drawings.
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