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▀ ▀▄▄ ▀▀▀▄▄ █▌ ▐▌ sCr! ▀▓▀ ▄█▄ ▀▀▀█▄▄▄▄▄▄
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▄▄ ▀█▄ ▀▄▄ ▀▀▀▀▀▀▀ AGAiN is proud to present.. ▀▀▀▀▀ ▄██▀ ▀▄▄██▀
▄██▌ ▀▓▄ ██▄ ▄█▀ ▄█▀ ▄▄
▓▓███▄ ▐█▌███▌ FIDES KEM v2004.041 ▄██ ▄▓▀ ▐██▄
▓▓▓████▄▄▄▓▀▄██▓▓ ▐███▐█▌ ▄███▓▓
▀██████▄▄▄█▀ █▓▀ ▓▓██▄▀▓▄▄▄████▓▓▓
▄▄▄▀▀████▀▀ ▄▀ Cracker...: Benek ▀▓█ ▀█▄▄▄██████▀
███ ▄▄▀ Supplier..: AGAiN tEAM! ▀▄ ▀▀████▀▀▄▄▄
███▄ ▄▄██▀ Packager..: AGAiN tEAM! ▀▄▄ ███
▀███▀███▀ Tester....: AGAiN tEAM! ▀██▄▄ ▄███
▄██▀ ▀███▀███▀
███▓ Protection..: FLEXlm ▀██▄
▀██▄ Size........: 05 x 2.88mb ▄▄▀ ▓███
▀▀▀ Date........: 18/02/2004 ▄██ ▄██▀
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▄▀ ▀███▓▄ R e l e a s e I n f o ▀▀▀▀▀▀▄▄▄▄▄▄▄▄▄▄▀▀▀
█▓ █▄████▀ ▄▄▄ ▀▄
█▓ █████▄ With KEA you can model and analyze general failure ▀██ ▄██
▀█▄▄ mechanisms, like you can find in geotechniques e.g. ▀▀▄▄██▀▀
▄▄▀▀██▄▄ for slope stability, the determination of anchor ▄█▀▀
▄██ ▀██ length, or at bearing capacity verifications and s.o. █▓ █████▀
▓██▄ ▄▀ application, find, model and analyse. The KEA can also █▓ █▀████▄
▀▀████▄▄ be designated as a general form of the so called ▀▄ ▄███▓▀
▄▀ ▀███▓▄ 'block slip method'. ▄▄████▀▀
█▓ █▄████▀ ▓██▀ ▀▄
█▓ █████▄ The result of the calculation is depending on the ▀██ ▄██
▀█▄▄ conceptual formulation a stability safety (e.g. analog ▀▀▄▄██▀▀
▄▄▀▀██▄▄ the definition of Fellenius) or a resulting active or ▄█▀▀
▄██ ▀██ passive earth pressure force. The method should always █▓ █████▀
▓██▄ ▄▀ be taken if the situation is not to be modelled by █▓ █▀████▄
▀▀████▄▄ help with the regulations (like e.g. earth pressure ▀▄ ▄███▓▀
▄▀ ▀███▓▄ determination due to DIN 4085, slope stability / ▄▄████▀▀
█▓ █▄████▀ bearing capacity / slip circle due to DIN 4084, ▓██▀ ▀▄
█▓ █████▄ bearing capacity due to DIN 4017, à ). This is ▀██ ▄██
▀█▄▄ basically yet the case, if concentrated loads, ▀▀▄▄██▀▀
▄▄▀▀██▄▄ geometric restraints, slip layers or similar like that ▄█▀▀
▄██ ▀██ causes the formation of slip surfaces, that the █▓ █████▀
▓██▄ ▄▀ simplifications suggested in the norms, can not build █▓ █▀████▄
▀▀████▄▄ failure mechanisms. With that generated results can ▀▄ ▄███▓▀
▄▀ ▀███▓▄ lie, by reason of missing geometric degree of freedom, ▄▄████▀▀
█▓ █▄████▀ conspicuously on the unsure side. ▓██▀ ▀▄
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▀█▄▄ The advantage of the in this program implemented ▀▀▄▄██▀▀
▄▄▀▀██▄▄ general formulations of the KEA, is even, that such ▄█▀▀
▄██ ▀██ simplifications are not necessary any longer. Over a █▓ █████▀
▓██▄ ▄▀ concise, fully graphic-interactive surface you can █▓ █▀████▄
▀▀████▄▄ input the system. The menu items are established, as ▀▄ ▄███▓▀
▄▀ ▀███▓▄ far as possible, analogous other standard-windows ▄▄████▀▀
█▓ █▄████▀ programs, so that your period of vocational adjustment ▓██▀ ▀▄
█▓ █████▄ is reduced to a minimum. ▀██ ▄██
▀█▄▄ ▀▀▄▄██▀▀
▄▄▀▀██▄▄ The amount of loads, phases, polygonal limited soil ▄█▀▀
▄██ ▀██ layers, simultaneous open documents, views of █▓ █████▀
▓██▄ ▄▀ documents, construction elements, piles, anchors, █▓ █▀████▄
▀▀████▄▄ nails, etc. is arbitrary. KEA is a new developed ▀▄ ▄███▓▀
▄▀ ▀███▓▄ program with a direct in the user interface integrated ▄▄████▀▀
█▓ █▄████▀ calculation kernel. All program parts are completely ▓██▀ ▀▄
█▓ █████▄ object-oriented modelled and implemented. If you have ▀██ ▄██
▀█▄▄ change requests or certain questions to the program, ▀▀▄▄██▀▀
▄▄▀▀██▄▄ please feel free to contact FIDES. ▄█▀▀
▄██ ▀██ █▓ █████▀
▓██▄ ▄▀ KEA contains without extra charge the complete █▓ █▀████▄
▀▀████▄▄ functional range of the programs slip circle and earth ▀▄ ▄███▓▀
▄▀ ▀███▓▄ pressure. ▄▄████▀▀
█▓ █▄████▀ With slip circle you can estimate single failure ▓██▀ ▀▄
█▓ █████▄ geometries, and/ or accomplish KEA-comparison ▀██ ▄██
▀█▄▄ calculations. ▀▀▄▄██▀▀
▄▄▀▀██▄▄ The methods of the earth pressure program admits you ▄█▀▀
▄██ ▀██ the simple calculation of earth pressures at arbitrary █▓ █████▀
▓██▄ ▄▀ system- / wall- / slope geometries. █▓ █▀████▄
▀▀████▄▄ ▀▄ ▄███▓▀
▄▀ ▀███▓▄ Language: English/German ▄▄████▀▀
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█▓ ▀▀▀▀▀▄▄ ▀▄ █████▓▓▓▓▓█ ▄██▀ ▄█▀ ▀▄ ▐▌
█▓ I n s t a l l I n f o █ ▄▀ ███████▓▓▓█ ███ █▀█ ▄▄▀ ▀▀▄▄▄▄▀
▀█▄▄ ▄▄█▀▀ ▀▀█████▀▀ ▀██▄▄ ▄▄▀ ▀▀▀▀ ▄▀
▄▄▀▀██▄▄ ▀▀▀▀ █▓ █████▀
▄██ ▀██ Unzip, unrar and install the application. █▓ █▀████▄
▓██▄ ▄▀ Copy included license.lic into your ▀▄ ▄███▓▀
▀▀████▄▄ \FIDES\FIDES_Shared dir. ▄▄████▀▀
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▓██▄ ▄▀ ▄▄▀ ▄█▀ - J o i n U s ! - ▀▄ ▄███▓▀
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▄▀ ▀███▓▄ ▓██▀ ▀▄
█▓ █▄████▀ Here we are AGAiN! Our team is based on talented and ▀██ ▄██
█▓ █████▄ experienced people from different known groups which ▀▀▄▄██▀▀
▀█▄▄ capabilities connected together can do something ▄█▀▀
▄▄▀▀██▄▄ outstanding. If you are interested in joining █▓ █████▀
▄██ ▀██ us and if you think we might need you then get in █▓ █▀████▄
▓██▄ ▄▀ touch with us at: [email protected] ▀▄ ▄███▓▀
▀▀████▄▄ ▄▄████▀▀
▄▀ ▀███▓▄ Experienced crackers, coders, software/hardware ▓██▀ ▀▄
█▓ █▄████▀ suppliers, shell owners, are currently the ones we are ▀██ ▄██
█▓ █████▄ mostly looking for. ▀▀▄▄██▀▀
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▄▀ ▀███▓▄ G r e e t i n g s ▓██▀ ▀▄
█▓ █▄████▀ ▀██ ▄██
█▓ █████▄ ORiON - VRL - EAT - TSZ - SAC - LND - ROR - ECL - TDA ▀▀▄▄██▀▀
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▄▄▄▄▄▄ ▄▄▀▀ ▄▄▄▄ sCr/strick9! ▀▀▀ ▀▀▀██████▄▄▄
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and layout by Scour/SAC 2003. ▀██▄ ▀▀▀██████▄███▀
Ascii footer by Scour and Strick9. ▄ ▄██▀ ▀▀▀▀ ▄▓▄
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" OOPS WE DID IT AGAiN! " ▀█▄
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