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▄▀▀ ▄▄████▀▀▀▀▀ ▄▄▄▄ ▄▄█████▀▀▀ ▄▄▄▄ ▀▀▀██▌▐█████▀▀▀ ▄▄▄ ▀▌█ ▀▀██▄ ▀▓
░ ▄██▀▀▀░░ ▀ ▀▀▀ █▀ ███▀▀ ▀▀▀▀ ▀▀▀▀ ▀▀▀▀▀ ▀▀▀ ▀ ▓ ░░▀██ ░
░ ██▀░░ ▄▓█▄ ▓ ███ * THE BiTTER END * ▄▓▄ ░ ░▐█▌
▐█▌░ ■▄▄ ▀▀ ░ ▀▀█▄▄ presents ▀ ▄▄■ ▄▀
▀▄ ░██ ██▓░ ■▀
▀■ ▄▄▄██▀▄ █▀██▄▄▄▀
███▄ ██▀▀ DLUBAL RSTAB v5.14.861 ▀▀██ ▄██▀
█ ██▌█ █▐██░
▓ █▓░ Dlubal ▓██░
░ ▄█▀ ░▀█▄
▄▄█▀ ▀█▄▄░
▄▄███▀░ SUPPLiER....: TEAM TBE DATE ...: 28.01.2007░▀███▄▄
▄▓███▀░ CRACKER ....: TEAM TBE TYPE ...: util ░▀███▓▄
▐▓███░ PROTECTiON .: some OS .....: win ░███▓▌
▀▓██▄░░ LANGUAGE ...: multi SiZE ...: 1 CDs ░░▄██▓▀
░▀▓██▄░░ ░ ▄██▓▀░
▓ ▀▀██▄▄░░ URL: www.dlubal.de ░░▄▄██▀▀ ▓
░ ▀▄▄ ▀▀██▄▄ ▄▄██▀▀ ▄▄▀ ░
░ ▄▄██▀ ░▓████▄▄▄ * RELEASE NOTES * ▄▄▄████▓░ ▀██▄▄ ░
▄██▀▀ ▄▄██▀▀░ ▀▀▀▀▀▀▀ ============= ▀▀▀▀▀▀▀ ░▀▀██▄▄ ▀▀▓█▄
██▓░ ▄█▀░░ ░░▀█▄ ░▓██
▐██▓░ ▀▓▄▄▀ The statics programs of the RSTAB ▀▄▄▓▀ ░▓██▌
▓██▄ ░█ family are used to determine the internal █ ░▄███
░▀▀██▄▄ ▄ forces, support reactions and ▄ ▄▄▓█▀▀
░ ▀▀▀▀ deformations of any two- or ▀▀▀▀█
▓ three-dimensional structure. The modular ▓ ▓
▓ program concept meets individual user █ ▓
█ demands for specific project █ ░
█ requirements. Add-on modules are █
█ currently available for steel and timber █
█ design, the determination of buckling █
█ modes and critical load factors, moving █
█ loads, advanced load combinations, █
█ construction phases and for dynamic █
█ analyses. RSTAB also interacts with █
█ SHAPE-THIN, an advanced program for █
█ the analysis of section properties for any █
█ thin-walled cross-section. █
█ █
█ RSTAB 5.xx is mainly known for its low █
█ learning curve and outstandig graphical █
█ user interface. The program provides █
█ many very productive and helpful features █
█ such as: █
█ █
█ Calculation of 2D and 3D structures █
█ according to 1st and 2nd order theory, █
█ and of cable structures according to 3rd █
█ order theory. █
█ █
█ Automatical superpositioning of results █
█ according to various criteria such as █
█ 'conditional' and 'either/or'. █
█ █
█ Any result combination possible to █
█ determine the decisive internal forces and █
█ deformations. █
█ █
█ Optional consideration of varying █
█ construction levels with changing █
█ structural geometries, hinge and support █
█ conditions by means of the SUPER-LC █
█ module. █
█ █
█ Multi-language interface in English and █
█ German. Work in English and print in █
█ German or vice versa. █
█ █
█ Integration of user-defined general █
█ cross-sections such as I-shaped, █
█ C-shaped or channel sections, angles, and █
█ many more. Only the dimensions have to █
█ be specified, RSTAB calculates all section █
█ properties automatically. █
█ █
█ Consideration of web-tapered elements, █
█ rigid couplings, non-linear springs with █
█ friction and cohesion effects, █
█ eccentricconnections and elastic █
█ foundations. █
█ █
█ Adaptable graphics with animation of the █
█ deformations. █
█ █
█ Non-linear calculation of tension, █
█ compression and spring members. █
▀ ▀
▄▓▀▀▄ ▄▀▀▓▄
░ ▀█▄ ▄█▀ ░
░▄ ▀▀█▄▄ ▄▄█▀▀ ▄░
░▓█▄▄ ░▓██▄▄▄ * iNSTALLATiON NOTES * ▄▄▄██▓░ ▄▄█▓░
▄█▀▀ ▄▄██▀ ▀▀▀▀▀ ================== ▀▀▀▀▀ ▀██▄▄ ▀▀█▄
▄▀▀ ▄▄██▀▀░░ ░░▀▀██▄▄ ▀▀▄
▀ ▄▓██▀░ ▄▓▄ 1) unpack ░ ▀██▓▄ ▀
▄▓██▀ █ ▀ 2) burn / mount █ ░ ▀██▓▄
▐▓██▌░ █ 3) install ▓ ░▐██▓▌
▀▓██▄░ ▓ 4) crack dir ▓ ▄██▓▀
▀▀██▄▄░ ▄▄██▀▀
▄▀▀██▄ ▄██▀▀▄
▄▓███░ ██ ██ ░███▓▄
▄▓██▀ █■▀▀ ▄ ▄ ▀▀■ ▀██▓▄
▐▓██▌░ ▓ ▓ █ █ ▓ ░▐██▓▌
▀███▄ ░ █ ▐█▄ ▄█▌ █ ▄███▀
▀▀▓██▄▄▄▓██▓▄▄ * TBE NEWS * ▄▄▓███▄▄▄██▓▀▀
█ ▀▀▀ ▓ ▀▀▀▀▀ ======== ▀▀▀▀▀ ▓ ▀▀▀
█ ▓ ░ ░ ▓
▓ █ ░ We got several positions to fill, if at █
▓ █ ▄ least one of the following characteristics █
░ █▀▓▀ fit to you: █
█ █
█ 1. You work at any reseller, distributor █
█ or software company and have access █
█ to new software █
█ █
█ 2. You are a talented cracker (Dongle, █
█ FlexLM, Keygens, CD/DVD Protections) █
█ █
█ 3. You think you got something we might █
█ need █
█ █
▓ dont hesitate to contact us ▓
▄▄▄▄ ▄▓▄ ▄▄▄▄░
▄▄██▀▀ ▀ [email protected] ▀ ▀ ░▀▀██▄▄
███▀ ▄▄▄ ▄▄▄░ ▀███
▐██▓ ▄▓█▀ ▀ ▀ ▀█▓▄ ░▓██▌
███░ ▀██▄░ ░▄██▀ ░███
░▀██▄▄ ▀▀██▄▄ ▄▄██▀▀░▄▄██▀
░ ░▀▀██▄▄░▓▀██▄▄▄ * WE SALUTE * ▄▄▄██▀▓░▄▄██▀▀ ▓
░ ▄▄░▀▀██▄ ▀▀▀▀▀▀ ========= ▀▀▀▀▀ ▄██▀▀░▄▄ ░
░██▓░ ░▀█▄ ▄█▀░ ░▓██░
░▀██▄▄▄▄██▀ ▀██▄▄▄▄██▀░
▀▀▀▀█ WAM - iMMERSiON - ISO ▀▀▀▀ █
▄█████▄▓ ▄█████▄
██▀ ░▓███ ZWTiSO - TMG ███▓░ ▀██
░▀▀▄▓██▀░ ░▀██▓▄▀▀░
▄ ▄▄███▀ ░ ACME - SiLENTGATE - SSG ░ █▀███▄▄ ▄
▄▄█▀ ▄████▓░ █ ░▀████▄ ▀█▄▄
███ ████▓░ █ ░▓████ ███
███░ ▓████▌░ ▄▓▄ ▓ ░▐████▓ ░███
▓██▓ ░▓████▄░ ▀ ■▄ ▄■ ░ ░▄████▓░ ▓██▓
░▓███ ░▀▓▓███▄▄░ ▀█▄ ▄█▀ ░▄▄███▓▓▀░ ███▓░
░ ▀▓██▄ ▀▀▀▓▓██▄▄▄ ░▓█▄ ▄░ asc by cpN^cRo ▄ ▄█▓░ ▄▄▄██▓▓▀▀▀ ▄██▓▀ ░
░▀▀▓▓█▄▄ ░ ▄▄ ▄▄██▓▌ ▀▀▓▄▄▄ ▄▄ ▄▄▄▓▀▀ ▐▓██▄▄ ▄▄ ░ ▄▄█▓▓▀▀░
░▀▀▀███▄ ▀▀█▓███▓▓ ▀▓█▀ ░ ▓▓███▓█▀▀ ▄███▀▀▀░
░ ▀▀▀ ░ ░ ▀▀▀ ░