Designing Pultruded FRP Structures Using RISA-3D and PulCalc
October 1, 2020

Designing Pultruded FRP Structures Using RISA-3D and PulCalc

Overview FRP or Fiber Reinforced Polymer (thermoset) composite materials are becoming more and more popular in the construction world of today. There are many reasons for using composite materials, which go beyond the scope of this article but suffice to say that composite/FRP materials are now...

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CD Factor for Wood Hold-Downs
September 15, 2020

CD Factor for Wood Hold-Downs

If you have utilized Hold-Down's in RISA-3D, you have mostly likely noticed that a value of CD is reported for each selection in the database. However, it may not be clear how it is being used?

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Understanding Node Reactions for Wall Panels
September 10, 2020

Understanding Node Reactions for Wall Panels

In the Node Reaction spreadsheet, all reactions from node-based boundary conditions are reported. If you look closely at some models, there may be wall panel labels in the Node Reactions spreadsheet as well. This may cause users to ask the question:”what are these reaction values for a...

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VIDEO: Creating Custom Shapes in RISA-3D
August 27, 2020

VIDEO: Creating Custom Shapes in RISA-3D

Learn how to build custom steel and concrete shapes using RISASection and then import them into RISA-3D to incorporate them in analysis and design.

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Determining Masonry Wall Compression Block Depth Value
August 18, 2020

Determining Masonry Wall Compression Block Depth Value "a"

When determining the Depth of Compression Block value of ‘a’ in a Masonry Wall design based on the equation a = (As * fy)/(0.8 * fm * b) in a RISA-3D model, it is possible to see a small variance in the program results versus a traditional hand calculation using this typical equation. The reason...

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Improving Mass Participation in RISA-3D
July 21, 2020

Improving Mass Participation in RISA-3D

In structural engineering, a modal analysis uses the overall mass and stiffness of a structure to find the various periods at which the structure will naturally resonate, along with the frequencies of vibration of the structure. In RISA-3D, the modal analysis is a prerequisite to the response...

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Expanded Results for Contour Plots
July 7, 2020

Expanded Results for Contour Plots

Color contours and gradients can be very helpful to visualize the forces/stresses of plates and wall panels. But did you know there are other design tools that can be helpful in analyzing and understanding these contours? The family of Internal Force Summation Tools (IFST, IFST Wall and IFST Slab)...

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Why is my force demand higher than what is reported in my force…
May 19, 2020

Why is my force demand higher than what is reported in my force…

A question that we are asked from time to time in technical support is “why is my required force higher than what is reported in my force diagrams”. For instance, in the detail report below we can see that the maximum moment about the member’s weak axis is 28.9 k-ft. However, the required weak axis...

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