Builder V17.8.5 [patched] - Rcm Aci
Computes stirrup spacing and sizing based on combined shear and torsion ( Tucap T sub u ) interaction equations dictated by the ACI framework. 3. Punching Shear and Localized Stress
Validates syntax, checks overlapping rules, and deploys in one atomic step.
Structural-Experts Forum - RCM ACI Builder - V5.3.0 | PDF - Scribd
As a later iteration of the software, version 17.8.5 builds upon previous releases like V5.3.0.2 with several notable enhancements: Rcm Aci Builder V17.8.5
: Computes both immediate and long-term deflections, considering concrete cracking and time-dependent creep. Column Analysis
: Features automated license activation and tools for calculating reinforcement requirements based on input loads and geometry. Core Functionality
: Evaluates critical perimeters around columns and designs shear stud rails if necessary. Computes stirrup spacing and sizing based on combined
The software is native Windows. Mac users can run it via virtualization (Parallels, VMware) or Boot Camp.
: One of its primary advantages is the generation of full design output reports that include complete formulas and illustrative figures, making it ideal for verification and educational transparency.
The software operates as a flexible platform for both practical engineering and educational deep-dives into the ACI code. Key design modules include: Flexural Members: Structural-Experts Forum - RCM ACI Builder - V5
Users can input dead, live, wind, seismic, and fluid loads. The internal processing engine automatically generates ultimate limit state (ULS) and serviceability limit state (SLS) load combinations matching ASCE 7 and ACI guidelines. Dynamic Detailing and CAD Export
: Specifically tailored to meet the standards of ACI 318-19 (and earlier versions depending on the specific update).
The software provides compliance tracking for multiple iterations of the building code (including ACI 318-19 and earlier versions). It adapts equations based on the user-selected code year, altering factors such as: Concrete shear strength equations ( Vccap V sub c ) incorporating size effect factors. Development length ( ) calculations for hooked and straight bars.
