Comprehensive and customizable reports are available for all analysis and design output, and schematic construction drawings of framing plans, schedules, details, and cross-sections may be generated for concrete and steel structures. Models may be realistically rendered, and all results can be shown directly on the structure. Design of steel and concrete frames (with automated optimization), composite beams, composite columns, steel joists, and concrete and masonry shear walls is included, as is the capacity check for steel connections and base plates. Flexible Pavement Design Spreadsheet: F806FAA.xls This spreadsheet was designed to produce flexible pavement design thickness' in accordance with FAA Advisory Circular AC 150/5320-6D, Airport Pavement Design and Evaluation. The state-of-the-art SAPFire 64-bit solver allows extremely large and complex models to be rapidly analyzed, and supports nonlinear modeling techniques such as construction sequencing and time effects (e.g., creep and shrinkage). CAD drawings can be converted directly into ETABS models or used as templates onto which ETABS objects may be overlaid.
#Pavement design software software#
The Pavement ME Deflection Data Analysis and Backcalculation Tools is a standalone software program that can be used to generate backcalculation inputs to the AASHTO Pavement ME Design software for rehabilitation design.
FAAPAVEAIR - Pavement management system - Recommended in AC 150/5370-7B, 2014. ME Design is a production-ready software tool to support the day-to-day pavement design functions of public and private pavement engineers. Below is a brief summary of the programs. Creation of models has never been easier - intuitive drawing commands allow for the rapid generation of floor and elevation framing. Software integration will allow the software programs to share data and library, and able to communicate each other.
From the start of design conception through the production of schematic drawings, ETABS integrates every aspect of the engineering design process.
0 kommentar(er)
