The program offers investigation of irregularly shaped, reinforced concrete column sections that may contain openings or boundary elements.

Importexport of DXF files, nominal interaction diagrams, and display of capacities at your load point are just a few of the rich program features.

StructurePoint spColumn, also formerly known as PCACOL and IRRCOL, was renamed spColumn to better relate and support the registered trade name of the publisher, StructurePoint, formerly the PCAs Engineering Software Group.

Exports P-M and MX-My diagrams and three-dimensional fracture levels in the format of text and CSV formats.

Ability to work in both graphic and command line modes Report Factors Reducing Strength in Output Text File.

Pca Column Software Program SpSlab

The hand solution from EFM is also used for a detailed comparison with the analysis and design results of the engineering software program spSlab including detailed deflection calculations.

The EFM solution is also used for a detailed comparison with the analysis and design results of the engineering software program spSlab.

Pca Column Code Based Selection

This example highlights code based selection of drop panel dimensions, analysis process of non-prismatic slab with drop panels, the crucial role of drop panels in resisting two-way shear at columns, and detailed deflection calculations.

This example highlights the slab interaction with the longitudinal and transverse beams and their effect on the system flexural and torsional stiffness including detailed deflection calculations.

This example highlights code based selection of rib and drop head dimensions, analysis process of non-prismatic slab due to the presence of longitudinal and transverse ribs and drop heads, two-way shear check for waffle slabs, and detailed deflection calculations.

This effect is illustrated in this example for a concrete flat plate floor system.

In this example, a hypothetical floor opening is placed next to a column to simulate an opening needed for cable tray system in a data center building housing server racks.

To demonstrate the opening effects, one-way and two-way shear checks are conducted for two cases: slab without openings, and slab with opening.

These calculations are widely published in text books for square and rectangular.

GammaF modification is an important feature in spSlab and can be used as a tool that offers the flexibility to transfer unbalanced moment by optimizing the proportion by which resistance is provided by the combination of shear and flexure.

The hand solution from EFM is used for a detailed comparison with the analysis and design results of the engineering software program spSlab.

Elastic Frame Method (EFM) is used in the hand solution, then the results are used for a comprehensive comparison with results from the Reference using the Direct Design Method (DDM).

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