March 18, 2016
How Do I Find A Failing Member in the Model?
You may find that when looking at the Code Check spreadsheet that a given member is failing in design. Here is an example where a steel brace is failing in bending.
Why Standardization Pays Off More Than New Features Speed in structural design rarely comes from working faster — it comes from removing repeat decisions. Firms that standardize their analysis workflows spend less time rebuilding the same assumptions and more time engineering. Year-end is an ideal time to do this work. Without active deadlines, teams can step back and define how they want projects to start in the new year rather than reacting project by project. RISA Templates: Start Every Model 80% Complete RISA-3D templates are one of the simplest ways to reduce setup time across all projects. Firms often standardize: Typical material definitions and member shapes Default load combinations aligned with current codes Common diaphragm assumptions Frequently used analysis settings When templates are dialed in, engineers stop reinventing the same model structure and can focus immediately on project-specific behavior. For example if your firm uses custom load combinations repeatedily across several projects, then create a firm's custom load combinations template and add them to your default RISA-3D load combinations. See the example video below. Typical Details and Load Rules Reduce Rework Standardizing typical framing conditions and load rules is where operational efficiency really compounds. When gravity loads, lateral load paths,…
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You may find that when looking at the Code Check spreadsheet that a given member is failing in design. Here is an example where a steel brace is failing in bending.
The Pacific Earthquake Engineering Research center (PEER) has a large library of measured earthquake records. Below is an example of how to quickly convert one of these records into a format that can be imported into RISA.
RISAFloor ES allows you to model concrete slabs of any thickness. However, there might be sections of the building that require a thicker slab. The icon is shown below and it will allow you to draw a Polygon or Rectangular shape.
Ramp Up Function RISA allows you to define “Ramp Up Functions” to control how the force and frequency vary during this initial startup time. Typically cyclic equipment loading is applied as a reduced force or frequency when it is initially starting up. It would be overly conservative if it were...
In RISAFloor ES, you can quickly thicken the slab in the column strip area with the Drop Panel tool. The column strip is typically the area of highest demand so increasing the thickness may help optimize the concrete usage.
The new ACI 318-14 code has been implemented into RISA-3D V14, RISAFloor V10, and RISAFoundation V8. One of the big changes between the ACI 318-11 and the ACI 318-14 was to minimum flexural reinforcement for one-way and two-way slabs, as well as foundation elements.
New in RISA-3D v14 is the introduction of a Time History analysis feature. Time history functions may be generated directly in the program based on simple sinusoidal functions. More complex functions, however, can be imported from a text file.
Mechanically graded wood materials have been added for the AWC NDS 2015 design code per Table 4C, and CSA O86-14 design code per tables 6.3.2 and 6.3.3. This specification includes the updated MEL and MSR design values.
The latest versions of RISA-3D and RISAFloor now incorporate the AWC NDS 2015. The new provisions have been implemented in RISA-3D v14.0 and RISAFloor v10.0 and can be utilized by selecting the AWC NDS-15: ASD from the Wood dropdown menu on the Codes tab of Model Settings.
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