SAFE provides an immensely capable yet easy-to-use program for structural designers, provideing the only tool necessary for the modeling, analysis, design, and detailing of concrete slab systems and foundations. SHALLOW FOUNDATION ANALYSIS & DESIGN FTGCAP analyzes the bearing capacity of a spread footing using the formulas recommended by Terzaghi (1934), Meyerhof (1963), Hansen (1970), and Vesic (1973). FTGSETT estimates the settlement of elastic and consolidation settlements of a spread footing using laboratory and field test data. SkyCiv Foundation Design Software Design concrete foundations and piles with ease in minutes. Integrated with Structural 3D, import forces directly from your 3D model's analysis. Customize soil layers, column locations, foundation types and reinforcement to obtain the most efficient design. FOUNDATION is America's #1 Construction Accounting Software® for job cost accounting, project management and mobile. See an online product tour! Sales: (800) 246-0800 Support: (800) 811-5926 HOME CLIENTS COVID-19. SoFA - shallow foundation analysis software. Home Download Screenshots Documentation Contact Us Bug Report About News - Blog Donate 500 registered users 24/4/2013 SoFA has now 500.

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DeepFND is a powerful interactive software for deep foundation and pile design. Axial, lateral, settlement, structural and geotechnical analysis options. Incorporates AASHTO, FHWA, IBC, and Eurocode 7 standards.

Pile types

Drilled piles, Driven steel, Driven concrete, Driven steel, Driven timbe piles, Monotube, CFA piles, Drilled-in-Displacement piles, Micropiles, Caissons, Helical piles (Premium version)

Methods

• Settlement analysis, with linear, exponential, and other models
• Lateral pile analysis
• FHWA GEC8
• FHWA GEC10
• AASHTO Norlund
• Eurocode 7
• IBC 2015 standards
• NYC Building Code
• AASHTO LRFD
• Automatic pile length optimization based on geotechnical capacity
• Automatic pile length optimization based on settlement response

* DeepFND download link provides demo version of the software.

HelixPile is a user friendly, modern and powerful software program for the design of helical piles.

DeepXcav is a software program for the design of embedded earth retaining walls with limit-equilibrium and advanced non linear elastoplastic analysis methods. DeepXcav offers a one-stop complete geotechnical and structural solution for deep excavation.

SnailPlus is a powerful soil nailing wall analysis and design software program. SnailPlus analyzes soil nailing walls according to FHWA design standards and methodologies.

SiteMaster is a modern and powerful software program for processing and presenting inclinometer readings.

Steel-Connect is a user friendly affordable software steel connection design aid for the typical structural engineer. Typical steel connections can be designed in less time using the autodesign feature or user specified steel connections can be investigated.

Trench is a user friendly, affordable, and versatile software program that evaluates the stability of slurry supported trenches and panels for 2D and 3D analyses.

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POLEFDN is a spreadsheet program written in MS-Excel for the purpose of analysis of a pole foundation assuming the use of a rigid round pier which is assumed free (unrestrained) at the top and subjected to lateral and vertical loads. Specifically, the required embedment depth, the maximum moment and shear, the plain concrete stresses, and the soil bearing pressures are calculated.

This program is a workbook consisting of six (6) worksheets, described as follows:

• Doc - Documentation sheet
• Pole Fdn (Czerniak) - Pole foundation analysis for free-top round piers using PCA/Czerniak method
• Pole Fdn (UBC-IBC) - Pole foundation analysis for free-top round piers using UBC/IBC method
• Pole Fdn (OAAA) - Pole foundation analysis for free-top round piers using OAAA method
• Granular Soil (Teng) - Pole foundation analysis in granular soil using USS/Teng method
• Cohesive Soil (Teng) - Pole foundation analysis in cohesive soil using USS/Teng method

Program Assumptions and Limitations:

1. Since there is not a universally accepted method for pole foundation analysis, this program offers up five different methods of determining embedment length for pole foundations. The 'Pole Fdn(Czerniak)' worksheet is the primary method emphasized in this program, since it provides the most detail in overall analysis. However, it does yield the most conservative embedment depth results of all the methods presented.

2. The references used in the different analysis methods in this program are as follows:

a.'Design of Concrete Foundation Piers' - by Frank Randall Portland Cement Association (PCA) - Skokie, IL, May 1968

b.'Resistance to Overturning of Single, Short Piles' - by Eli Czerniak ASCE Journal of the Structural Division, Vol. 83, No. ST2, Paper 1188, March 1957

c.1997 Uniform Building Code (UBC), Section 1806.8, page 2-45

d.Outdoor Advertising Association of America (OAAA) - New York, NY

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e.'Tapered Steel Poles - Caisson Foundation Design' Prepared for United States Steel Corporation by Teng and Associates, July 1969

f.AASHTO Publication LTS-5 - Standard Specifications for Structural Supports for Highway Signs, Luminaries, and Traffic Signals (Fifth Edition, 2009)

3. The 'Pole Fdn(Czerniak)' worksheet assumes that the foundation is short, rigid, meeting the criteria that the foundation embedment length divided by the foundation diameter <= 10.

4. This program will handle both horizontally as well as vertically applied loads. The vertical load may have an associated eccentricity which results in an additional overturning moment which is always assumed to add directly to the overturning moment produced by the horizontal load.

5. This program assumes that the top of the pier is at or above the top of the ground surface level.

6. This program assumes that the actual resisting surface is at or below the ground surface level. This accounts for any weak soil or any soil which may be removed at the top.

7. The 'Pole Fdn(Czerniak)' worksheet assumes that the rigid pier rotates about a point located at a distance, 'a', below the resisting the surface. The maximum shear in pier is assumed to be at that 'a' distance, while the maximum moment in the pier is assume to be at a distance = 'a/2'.

8. The 'Pole Fdn(Czerniak)' worksheet calculates the 'plain' (unreinforced) concrete stresses, compression, tension, and shear in the pier. The respective allowable stresses are also determined based on the strength (f'c) of the concrete. This is done to determine if steel reinforcing is actually required. However, whether minimum reinforcing is to be used or not is left up to the user. The allowable tension stress in 'plain' concrete is assumed to be equal to 10% of the value of the allowable compressive stress.

9. The 'Pole Fdn(Czerniak)' worksheet calculates the actual soil bearing pressures along the side of the pier at distances equal to 'a/2' and 'L'. The respective allowable passive pressures at those locations are determined for comparison. However, it is left up to the user to determine the adequacy.

10. Since all overturning loads are resisted by the passive pressure against the embedment of the pier, this program assumes that the pier acts in direct end bearing to resist only the vertical loading. The bottom of pier bearing pressure is calculated, which includes the self-weight of the pier, assumed at 0.150 kcf for the concrete.

* POLEFDN download link provides freeware version of the software.

BOEF is a spreadsheet program written in MS-Excel for the purpose of analysis a finite length beam with free ends supported continuously on an elastic foundation.

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FOOTINGS is a spreadsheet program written in MS-Excel for the purpose of analysis of rigid rectangular spread footings with up to 8 total piers, and for either uniaxial or biaxial resultant eccentricities.

Newssofashallow Foundation Analysis Software Reviews

GRDSLAB is a spreadsheet program written in MS-Excel for the purpose of analysis of concrete slabs on grade.

Analysis of seismic loading per IBC2009 Code (and ASCE 7-05), using Equivalent Lateral Force method.

ASCE705S is a spreadsheet program written in MS-Excel for the purpose of flat roof snow loading analysis for buildings and structures per the ASCE 7-05 Code.

WELDGRP is a spreadsheet program written in MS-Excel for the purpose of analysis of weld groups using either the ultimate strength method or the elastic method.

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