
March 4, 2021
Video: Composite Steel Beam Design in RISACalc
Learn how to load and design individual composite beams according to AISC and CSA design codes in RISACalc.
We often get asked: “Should I model my foundation as a slab or a spread footing in RISAFoundation?” While both are valid options, they use very different analysis methods, and the results can vary accordingly. In this article, we’ll walk through a side-by-side comparison, using the same modeled conditions to highlight how the results differ — and why. Model Setup To keep things consistent, we modeled a single condition in two ways: once with a spread footing and once with a mat slab. Mat Dimensions: 10' x 10' x 1' Pedestal: 1' x 1' x 2' Loads Applied: 40 k vertical dead load 10 k lateral dead load 15 k lateral wind load 14.79 k concrete self-weight Soil Overburden: Set to 0 for both elements Slab Mesh Size: Refined below default for more detailed results Load Combinations: A basic set used for clarity (see screenshots in RISAFoundation) Analysis Methodology Feature Spread Footing Slab Element Analysis Type Rigid body Finite Element Analysis (FEA) Support Model Single support point Compression-only springs (based on subgrade modulus) Mesh Behavior No submesh Submeshed into smaller plate elements Lever Arm for Lateral Loads Spread Footings: Full pedestal height + full footing thickness Slabs: Full pedestal height…
Read More
Learn how to load and design individual composite beams according to AISC and CSA design codes in RISACalc.
Oftentimes the architecture of a building does not follow a simple rectangular nor radial grid. A quick and easy way to handle these scenarios within RISAFloor is to import the building geometry or grid system as a DXF underlay.
RISAFloor supports the three fundamental types of diaphragms used in structural analysis: rigid, semi-rigid and flexible. Watch this video to learn how to consider each of these diaphragm types within the same model and same floor plan.
RISAFloor enables you to consider the loads imposed on your structure due to the drifting effects of snow. Tapered area loads in RISAFloor are ideal for modeling this surcharge load due to snow drifting since the loading is approximated by a triangle.
Learn how Raker Rhodes Engineering utilized RISA to model and analyze both the stage canopy and arch superstructure for the Riviera Stage located at Riverview Park in Des Moines, IA.
ADAPT-Builder is a powerful and easy-to-use 3D finite element software that is used across the globe in a variety of post-tensioned concrete applications. Whether designing a single slab, multi-story building or conducting an investigation of an existing slab, ADAPT-Builder delivers comprehensive...
Punching shear of two-way reinforced concrete and post-tensioned slabs is a critical design consideration. The presence of openings near a support can complicate the calculation of shear capacity at the location. ADAPT-Builder v20 now includes enhancements in how openings are treated near columns...
ADAPT-Builder v20 has been updated to ensure that users can take advantage of designs conforming to the latest building code standards. The 2020 version includes applicable code provisions from ACI318-19: Building Code Requirements for Structural Concrete. Provisions found in the latest design...
A key feature to the design process for two-way slabs, either RC or PT, in ADAPT-Builder is the necessity to model support lines for creation of design strips. The software generates design cuts at customized or defaulted-to intervals along a support line for evaluation and design. Nodal...
Our monthly "Structural Moment" newsletter is the best way to keep up with RISA’s product updates, new releases, new features, training events, webinars and more...