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MBA-104 Subject: Pulling structural elements

structural elements in Revit Architecture (beams and columns) are pinch points where appropriate use greatly facilitates the editing of the model of a complex structure. Especially in steel structures. These are the grips of connection and extension or trimming.

iportante

respect is very different function of these two kinds of grip. The connection (symbolized by a point) should ALWAYS be in contact with the shaft of another element which supports or structural axis (grid) of the building. Any extension of this element, beyond its support (in the case of an extension) or closer to it (in the case of a cut) should be controlled by the grip extension (symbolized by a double arrow). A column for example, is anchored to a structural axis (grid), a beam or a promenade, will be anchored to the column. Thus, when the model should move the structural axis, Revit move the spine and also adjust the length of the beams and slabs anchored to it, without altering the relative extensions or cuts.

For precise adjustment of the grip extension may be appealed to the Properties box and enter positive amounts (extension) or negative (cut) as required.

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Excellent results in Móstoles JJMM

Once again, last Sunday, we move to the facilities Madrid Judo Federation has to enjoy Villaviciosa de Odon with our young judoka Móstoles Local Championship.

should be noted in this competition brought together about 260 children in several municipalities of the Community of Madrid and the Federation sources said could be considered even an informal Madrid Championship.

Adrian, Antonio, Eddie, Joel, Paul and Robert were representatives of Judo School CEIP "Salvador Dali" in this first official competition of the year 2011 and got, nothing more and nothing less that three medals and three sevenths posts in the youngest male.

It was the first competition in this category Adrian, Antonio and Joel while Paul, Robert and Edi had played at the end of last year the two phases of Memorial Trophy "Emilio Peralta."

As mentioned above deserves special mention the performance of all of them and from here we want to congratulate them for their effort and excellent results.

Pablo Gabriel Rivas, 7 Classified in the category -34 kg

Martinez Antonio Guirao, 7th place in her category -30 kg.

Joel Sánchez Galiano, 7th place in her category -30 kg.

Roberto García Menéndez, Bronze medal in her category -47 kg.

Adrian Cobo Merino, Silver Medal in the category -30 kg

Eduardo López Ontiveros, Champion in the category - 26 kg

Throughout the Weekend School Judo Club Lorkan colleges "La Cañada", "Dulce Chacón" and "Salvador Dali" participated with 51 children in Leganés and Local Championships Móstoles, demonstrating a high level all Judo and getting some excellent results you can see in the Blog Judo School CEIP "La Cañada" .

! CONGRATULATIONS TO ALL

If you want to view and download photos of the championship Móstoles Local click here.
If you want to see pictures of the regional federation of Judo click here.

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MBA-103 Subject: Model of steel rigid frames

A problem using only beams and Pillars.

This is a technique that does not dominate but we found a way to circumvent. This is to make a steel column (for example, a profile H) is one with a rake, also of steel and the same section, so as to form a continuous structure, monolithic, representing the type of connections a rigid frame. It's the same effect be achieved easily by a family in-situ with a sweep, however, the idea is to use only pillars and beams so that you can cube the total tonnage of the structure.

tools for editing geometry of structural elements that provides Revit Architecture allow us, at best, the following type of finish on the beam-column using the Crop tool :

However, the key that this constituted only by beams, the tool Unions beam / pillar operates doing exactly what we want

We would get on the beam-pillar the same type of connection that key frame. The only solution seems to be a small catch: convert the column into a beam, that is, using a beam completely tilted to the point of being vertical, instead of a column. Then, the tool Union beam / pillar they can operate in the union getting accurate modeling. Thus, the weight of the frame can be cubed accurately.

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