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it must be introduced including these interruptions (or not introduce it but include its self-weight manually), so the program can assign it its corresponding. The most complete tool for Project Management: bills of quantities, project certifications and specifications. CYPECAD MEP is a program for the analysis, design and check of building IFC files generated by CAD/BIM programs; Export to IFC format; Manual data entry.

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To do so, the user license does not necessarily have to include the “Automatic job introduction: And do no forget that our experts in our post sales service and technical support departments offer all the additional services you may need.

Remember to make sure you have made safety copies of all the jobs. The frames are composed of columns which start at foundation level and measure 45×45 cm, and are reduced to 30×30 cm at the higher floors; the beams are 30×30 cm dropped beams. Supports The program allows for reinforced concrete columns, steel columns and composite steel and concrete columns.

For versions earlier than the This is the best guarantee we can offer.

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Effective width 1 Effective width 2 Effective depth 3 Mechanical steel area of the top reinforcement Mechanical steel area of the bottom reinforcement Users can assign them freely to any side or end of beams reaching columns. Top Top Section go back. When there is a non-uniform distribution between floors of the stiffness associated with the partitions, the horizontal forces have a greater impact on the columns belonging to the floors with less stiffness, producing shear forces of a high magnitude in the columns.

The information Arquimedes requires from this document are the prices offered by the supplier and their corresponding code. To change the simple price of a unit concept into a multiple price, the user must, first of all, create a job parameter which will allow for the value of the multiple prices to be selected from the database.

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Using Arquimedes, users can easily carry out a study of the indirect expenses of the bill of quantities. Using the Purchase comparatives option, the offers that have been received can be viewed, so the best can be selected and then be able to prepare the contracts.

The information contained in the tables on the design spectrums used in the analysis is then displayed on a graph, and the period intervals that have been studied for each state are represented.

The improvement provided by this new tool is that the analysis itself tells us directly which floor is soft, without the designer having to establish it before the analysis.

Logically, nothing can be changed in this table, as its prices are the result of its decomposition and their variance depends on the variance of the multiple prices it may contain.

Program designed for the design and check of reinforced concrete cantilever soil retaining walls.

Deformed shape associated to the mode that displaces the most mass in the X direction for each state. Each closed certification only contains the quantities certified for the month the certification refers to. For concrete supportsthe program takes into account the capacity design criteria for bending and shear of the following design codes: Another fact to take into account is that as the elements are not structural elements, there is generally not a lot of data available regarding the behaviour of the materials, which is essential for the numerical model.

Rectangular pile caps for one, two, four and five piles Triangular pile caps for three piles Strip pile caps for three to thirty piles Rectangular pile caps for multiple piles grid distribution from three to thirty piles per side Pentagonal pile caps for five to six piles Hexagonal pile caps for six to seven piles Both the pad foundations and pile caps allow for several columns and shear walls to be placed on them without restraining their position on the foundation element.

Depending on the geometry, type and support arrangement and the applied gravitational loads, the program establishes the reactions on the main structure, which are applied as line and surface loads in the case of steps built on the slab in their corresponding permanent and live loadcases.

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FAQ Installation instructions

Certain seismic codes require for a minimum base manuql to be met when the modal spectral dynamic method is applied to analyse seismic loading. Users can, at any time, print or view the closed certifications belonging to the entire job, a chapter or a job item. Upcoming fairs Events calendar News Project Gallery. Users will have to compare the two jobs to assign the worst case design to each structural element. CYPECAD was brought about to carry cye the analysis and design of reinforced concrete and steel structures, subject to horizontal and vertical forces, for manul, buildings and civil work projects.

Its use guarantees maximum analysis reliability and the best drawing design, including the following elements:. Obtain the cracking and progressive fracture states. The strap beams also act on the pile caps and the tie beams brace the elements.

Software for ArchitectureEngineering and Construction. By considering the arqiimedes or interaction of the non-structural elements, the irregularity of the structure can be automatically taken into account in the analysis.

A modal spectral analysis shall be considered for cyoe seismic action, applying the NCSE Spanish code. The design seismic spectrum can be:. Therefore, safety copies of this data are not required if safety copies of the jobs have already been carried out. Nonetheless, each joint that is designed by any of the indicated modules is resolved in the same way regardless of the program in which it is applied; as a matter of fact, the Joints I, Joints II, Joints III and Joints IV modules have common joint types.