##### One Click Computation

One click computation and analysis for all load cases and modules

Beam foundation is adopted in the case of combined footing supporting two or more columns. The combined footing is modelled structurally as a beam foundation resting on the soil. The sub soil may be modelled in several ways. Two common models for the subsoil are:

(a) **Discrete spring-bed model **using modulus of subgrade
reaction (also known as “beams on elastic foundation” or
“Winkler beam theory”). The soil parameter used for this
analysis is the modulus of subgrade reaction.

(b) **Elastic half–space model** where the subsoil model is
replaced by elastic, homogeneous, isotropic semi-infinite
continuum. The soil parameters used are elastic modulus and
Poisson ratio.

One click computation and analysis for all load cases and modules

Analysis of the beam foundation using both/either models

Multiple load cases could be considered

Graphical representation of the Plan and Elevation View of the beam foundation

Graphical representation of loading diagrams for each load case

Data can be input in either SI units or ‘Commonly used American units’ (Kips for force and foot for length)

Export results to Microsoft Word & Excel

The loading may consist of several concentrated loads & moments

Multiple uniformly distributed loads can be specified

Self-weight of the beam may be included if required

Different depths and breadths could be given for the beam. RCC inverted T beam sections and RSJ s could be considered by prescribing EI values directly

Vertical displacements and rotations could be prescribed if required

Discrete spring-bed model

This model is based on subgrade reaction theory.
The analysis of the foundation beam is based
on the solution of the differential equation

k_s=Modulus of subgrade reaction, B=width of foundation beam. The foundation base is assumed to be smooth and the soil pressure is assumed uniform across the width. The solution of this differential equation is complicated and cumbersome except for very simple problems. For practical problems where the loads are in the form of several concentrated loads, moments and UD loads it becomes necessary to resort to numerical solutions. The software module uses finite element solution of the problem using the exact displacement function and therefore gives exact solution to the problem.

Elastic half-space model

In this approach the subsoil is modelled by a
homogeneous, isotropic elastic half-space characterised by an
elastic modulus and a Poisson ratio. This model has the merit
of accounting for the continuous nature of the soil medium. The
discrete spring bed model does not account for the soil
continuity. The solution is based on the vertical displacement
due to a distributed surface loading on an elastic half-space
(given by “Boussinesq”). Again numerical solution of the
problem is essential for tackling practical problems as no
analytical solution is available for finite beams. The software
module for Elastic half-space model is based on finite element
formulation assuming a smooth base and uniform soil pressure
across the width.

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