Single Span Portal Frame | DWG.File/AutoCAD File

Single Span Portal Frame | DWG.File/AutoCAD File

For 'simple construction', frame analysis will not be necessary at the Ultimate Limit State (ULS), as the members can be designed in isolation. It may be necessary (or convenient) to use analysis software to determine the lateral deflections at the Serviceability Limit State (SLS) and when assessing frame stability. Analysis will be required for continuous frames.

Generally, elastic analysis is used. Plastic analysis (and elastic-plastic analysis) is generally only used for the design of portal frames

Although manual methods of analysis may be used, most designers find it convenient to use readily available software.

This structure have the following features:

Building floor plan dimensions: 36.00m x 258.00m long.

Column eave heights:15.00m,7.00mm and 5.00m

This is a dwg file, it contain full sets of drawings comprising of general arrangement, assembly and single part drawings and a complete packing/material list ready for fabrication and site erection. It is an economic overhead crane building design, ideal for industrial services. All the drawings are in DWG/AutoCAD Format.