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╔═══════════════════════════════════════════════════════════════════════════╗
║ GROUP V7.0.4 (c) ENSOFT ║
╚│═════════════════════════════════════════════════════════════════════════│╝
└─────────────────────────────────────────────────────────────────────────┘
Packaged @: 2006-09-28 01 x 5,00 MB :..Number of Disks
Cracker...: Team LND Win :.Operating System
Packager..: Team LND Hardware Loc :Serial/Protection
Supplier..: Team LND
──────────────────────────────────────────────────────────────────────────┐
Product Description │
╓──────────────────────────────────────────────────────────────────────────┘
║
║ GROUP has been well accepted as an useful design tool for analyzing
║ the behavior of piles in a group subjected to both axial and lateral
║ loadings. The program was developed to compute the distribution of
║ loads (vertical, lateral, and overturning moment in up to three
║ orthogonal axes) from the pile cap to piles arranged in a group. The
║ piles may be installed vertically or on a batter and their heads may
║ be fixed, pinned, or elastically restrained by the pile cap. The pile
║ cap may settle, translate, and/or rotate and is assumed to act as a
║ rigid body.
║
║ The program will generate internally the nonlinear response of the
║ soil, in the form of t-z and q-w curves for axial loading, in the
║ form of p-y curves for lateral loading and in the form of t-r curves
║ for torsional loading. A solution requires iteration to accommodate
║ the nonlinear response of each pile in the group model. Program GROUP
║ solves the nonlinear response of each pile under combined loadings
║ and assures compatibility of geometry and equilibrium of forces
║ between the applied external loads and the reactions of each pile
║ head.
║
║ The p-y, t-z, q-w and t-r curves may be generated internally,
║ employing recommendations in technical literature, or may be entered
║ manually by the user. The pile-head forces and movements are
║ introduced into equations that yield the behavior of the pile group
║ in a global coordinate system. The program can internally compute the
║ deflection, bending moment, shear, and soil resistance as a function
║ of depth for each pile.
║
║ For closely-spaced piles, the pile-soil-pile interaction can be taken
║ into account by introducing reduction factors for the p-y curves used
║ for each single pile. As an option, the user can ask the program to
║ generate internally some suggestions for p-multipliers to
║ automatically reduce the soil resistance. In GROUP v7.0 the program
║ is able to generate or lets users specify p-y reduction factors for
║ two orthogonal axes.
║
║ GROUP v7.0 GROUP v7.0 now allows the user to select a new option for
║ computing the required unit side friction at the top and bottom of
║ each soil layer along with a unit tip resistance. The new version
║ employs commonly-accepted equations to compute internally the
║ estimated unit side friction and unit tip resistance based on the
║ soil properties that are specified by the user for each soil layer.
║
║ The new version still allows the user to input external nonlinear
║ curves of axial load versus settlement for each pile in the group.
║ Those external curves can be obtained by the user based on load tests
║ or using the Ensoft programs APILE and/or SHAFT.
║
╚══════════════════════════════════════════════════════════════════════════╕
Install Description │
╓──────────────────────────────────────────────────────────────────────────┘
║
║ 1) Unpack
║ 2) Read .txt from LEGEND dir
║ 3) Enjoy
║
╚══════════════════════════════════════════════════════════════════════════╕
Legendary News & Info │
╓──────────────────────────────────────────────────────────────────────────┘
║
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║ for the job contact us on the email address below.
║
║ Legends Never Die is a Non-profit organization. We dont make or give money
║ for software.
║ With Respect -DREAMTEAM 2002
║
╚══════════════════════════════════════════════════════════════════════════╕
Legendary Application Info │
╓──────────────────────────────────────────────────────────────────────────┘
║
║ If you wish to be a part of the team and can provide one of the following
║ services then please get in touch with us at the address below, at this
║ point we are only taking in the positions that are listed below but if
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Layout: Phr33phal │
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