Zveza društev gradbenih inženirjev in tehnikov slovenije
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Objavljeno v: Gradbeni vestnik - 61-64 - 1958,1959

Avtorji

dr. Srdan Turk, ing.

POENOSTAVITEV RAČUNA ARMATURE PRI EKSCENTRIČNEM TLAKU

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SIMPLIFICATION OF REINFORCEMENT DESIGN FOR EXCENTRIC PRESSURE

SIMPLIFICATION OF REINFORCEMENT DESIGN FOR EXCENTRIC PRESSURE
The writer simplified the method of designing both reinforcement and obtained stresses in reinforced concrete structures by means of a special graph permitting to find the position of the point T corresponding to the specific excentricity and the specific loading. This position of T determines directly the way of calculus which has to be applied in the given case.

The writer simplified the method of designing both reinforcement and obtained stresses in reinforced concrete structures by means of a special graph permitting to find the position of the point T corresponding to the specific excentricity and the specific loading. This position of T determines directly the way of calculus which has to be applied in the given case. To the graph several instructions for use are attached viz. for a’practical calculus of any example, for direct designing of concrete sections, for consideration of buckling risk as well as for non-reotangular sections of structures.

The writer quotes also some simplifications of designing methods for particular loading cases, espedially for the case where the force acts in the core of the virtual cross section. The buckling risk is treated in a new and original way.

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