Zveza društev gradbenih inženirjev in tehnikov slovenije
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Objavljeno v: Gradbeni vestnik - 8,9 - 1969

Avtorji

dr. Srdan Turk, inž.

Ekonomsko dimenzioniranje armiranobetonskih konstrukcij (Nadaljevanje in zaključek)

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Economical dimensioning of reinforced concrete constructions

Synopsis
Owing to the great multitude and value of existing reinforced concrete structures, even a modest improvement of dimensioning technique of those structures could bring considerable savings to our national economy. To this and some conclusions from the author’s own investigations of these problems are brought together in the present article. These conclusions permit a simple determination of the economical dimensions of reinforced concrete structures.
In the first part of the article (cf. Gradb. vestnik No. 4-5/1969) there are exposed the author’s conclusions on the economical dimensioning of single reinforced
concrete structures subjected both to the bending load (girders) and excentric compressive load (columns). Here are considered the problems of complete constructions i. e. combination of girders and columns. Given are the criteria for the determination of a economical height of girders and economical distance between two particular piers both in bridge and skeleton structures.
The article concludes with the discussion of savings realized when the originally chosen dimensions are improved according to the given criteria.

Synopsis

Owing to the great multitude and value of existing reinforced concrete structures, even a modest improvement of dimensioning technique of those structures could bring considerable savings to our national economy. To this and some conclusions from the author’s own investigations of these problems are brought together in the present article. These conclusions permit a simple determination of the economical dimensions of reinforced concrete structures.

In the first part of the article (cf. Gradb. vestnik No. 4-5/1969) there are exposed the author’s conclusions on the economical dimensioning of single reinforced concrete structures subjected both to the bending load (girders) and excentric compressive load (columns). Here are considered the problems of complete constructions i. e. combination of girders and columns. Given are the criteria for the determination of a economical height of girders and economical distance between two particular piers both in bridge and skeleton structures.

The article concludes with the discussion of savings realized when the originally chosen dimensions are improved according to the given criteria.

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