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ADAPT PT.RC 2018

cadcamaec@protonmail.com2023-09-27BIM.Civil.InfraStructure91
ADAPTPT/RCsoftwareishighlyefficient,reliable,fastandeasytouseforanalysis,designand

ADAPT PT / RC software is highly efficient, reliable, fast and easy to use for analysis, design and research on any specific project. The application of reinforced concrete beams, one-way and two-way systems support. Imagine that only one application and learn a workflow for all PT and RC beams designed.


Features and amenities ADAPT PT / RC:
-Design mode PT and RC
-DXF output calculated to strengthen
-Ability to change between the design model
-Improve application performance network storage / server
-Graphical representation of the structural model and the characteristics of tendon
-Widespread reports of live load deflection pattern
-Improved modeling for complex geometry of segmental
-Reporting and assessment of long-term deviation for design
-Graphical and tabular displays the location, length and amount of reinforcement required
-View graphical errors Editing tendon after stretching
-Summary page interactive design (plastic recycling) a summary of the results of the analysis for fast

System Requirements:
-64bit PC - Windows 7/Windows 8/Windows 10
-Available hard disk space of 500 MB minimum Memory – 4 GB RAM or greater
-Processor speed – Single- or Multi-Core Intel processor or AMD equivalent. Highest attainable CPU speed rating is recommended. 

-A summary of key enhancements includes:
-New ribbon-based UI
-Simplified splash screen and program configuration options
-Auto-filter of tool icons for program states
-Wall openings
-New Australian AS3600-2009 design code
-New Hong Kong CoP 2013 design code
-Advanced meshing option for walls
-Dramix® Steel Fiber modeling and design


-For elevated slab and ground supported options
-Non-linear design for soil supported structures
-Slab-on-Grade joint spacing and load transfer

Revit® 2019 integration link
-Now with ability to import 3D rebar and tendons back into Revit

-New Design Codes: AS3600-2009 & HK 2013
-One-Way Shear design improvements for EC2 now includes consideration of inclined stirrup and compression strut angle entry.
-Cracking moment of 1.15*Mcr for EC2 is applied to reinforcement design
-EC2 minimum slab thickness check when one-way shear reinforcement is required
-A new design option for inclusion of Transverse Beams when calculated min rebar for one-way slabs
-A new design option for considering mid- and end-span sections for calculated force required for meeting minimum P/A
-Tendon elongation added to Summary Report
Bug fixes


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