home *** CD-ROM | disk | FTP | other *** search
- CADRE Finite Element Structural Analyses - Version 1.01a
- WINDOWS OCT95 STRESS STRUCTURE VIBRATION ENGINEERING ARCHITECTURE
- FILES: cd101a.zip
-
- Author: CADRE Analytic
- Registration: $52.00 ($54.00 outside USA)
- Category: Engineering
-
- CADRE 1.01a is a 3-D finite element structural analysis program for
- Window(tm) 3.1. It can be used for computing loads, deflections,
- vibration modes and frequencies in frame type structures. The program
- contains a graphics interface to allow the user to edit and view 3-D
- models directly from the graphical image. CADRE supports straight
- beams, tapered beams, and pinned beams. CADRE has several unique
- options for doing structural and dynamic analyses not normally found
- in other commercial programs. Ideal for students, architects, engineers.
-
- The help feature is extensive and context sensitive. It provides help
- in using CADRE, conducting finite element analyes, and in conducting
- vibration analyses. A main feature is a tutorial that leads the user
- through developing and solving models in a step-by-step fashion.
- CADRE accepts models over 5000 nodes (depending on hardware).
-
- Enter Windows 3.1, then to the File Manager and execute the file CD101A.EXE.
- Follow the directions presented on the screen. More detailed installation
- and registration instructions are contained on the file README.TXT.
-
- Hardware Requirements: IBM PC or compatible (386 or higher), 4 meg RAM min.
-
- Other Requirements: DOS, Windows 3.1 (tm), 2-button mouse
-
- ┌─────────────────────────────────────────────────────────────────────────┐
- │ Electronically distributed via SDN International(sm) │
- │ Authorization form on file. Decompression authentication: -AV #LCS274 │
- │ Questions regarding distribution: The SDN Project BBS 1.203.634.0370 │
- │ SDN.ID and packaging format are (c)Copyright 1989-1995 Ray L. Kaliss │
- │ * Internet: kaliss@sdn.com http://pcnet.com/~kaliss/sdn.html * │
- └─────────────────────────────────────────────────────────────────────────┘
-
-