Calculation Method • Vertical analysis is based on the approaches and methods recommended in FHWA, AASHTO, and NAVY DM-7 (NAVFAC) manuals. The compression capacity is the combination of skin friction and tip resistance. The uplift capacity is the sum of skin friction and pile weight. Download Free Excel Template For Estimation Of Construction.

• Lateral analysis uses the finite-difference method to model soil-structure interaction. Under lateral loading, pile shaft deflects and pushes the adjacent soils. Therefore, lateral resistance (pressure) is generated between soils and pile. By integration of lateral pressure, shear, moment, rotation, and deflection, the pile and soil interaction and behavior are analyzed. This is the same method used in COM624 program of FHWA. Comparing COM624, Allpile provides great user-friendly interface, additional features, and improvements. AllPile creates a COM624 input file and output.

The input and output files can be directly viewed and printed. For comparison, you can directly run COM624 of HFWA yourself using the input files created by AllPile. Ezx Pop Keygen Download here.

Revit Furniture Family Download Game. AllPile is also comparable with Lpile (© Ensoft Inc.), which is also based on COM624. In our tests, AllPile generates very similar results as Lpile or COM624. • (Download COM624: You can go to FHWA's web site to download a DOS version of COM624P by clicking here. Users have to read and agree the FHWA's term and conditions before download the software.) • Group analysis is based on matrix method for pile group under vertical, lateral, moment, and torsion loading. It analyzes settlement, rotation, and deflection of pile cap and each pile's behaves under group condition. Group analysis only handles symmetrical pile layout with one type of pile. • Shallow foundations are for foundation under vertical, lateral, and moment loading.

Bearing capacity, settlement and rotation are calculated. The method is recommended in 'Principles of Foundation Engineering' Braja M. • Shaft analysis can handle large size drilled shaft with or without belled bottom. The method is based on 'Construction Procedures and Design Method' recommended by FHWA. • Smart Data Find Users only need to input N-value (SPT) or CPT and let program find the remaining data, such as friction, cohesion, density, subgrade reaction coefficient, and P-y parameters. For users with limited field data, it is very useful feature. • Graphical Input The sliding bar and graphical interface change simultaneously with the inputs to illustrate the pile profile.

Laterally Loaded Pile Analysis, Version 2.0. Computer Program COM624P has been developed for use in the analysis of stresses and deflection of piles or drilled shafts.

Pile head and load are graphically presented to help users to input data quickly and accurately. • Three Ways to Input - 1. Input N value (SPT or CPT) only and program find all other parameters; 2.