Bodnarchuk T. The carrying ability of the inclined sections of the ordinary steel and concrete beams.

3.The steel-aggregate granolthic concrete beams constructions with external band reinforcement. It has to be determined the tense-deformed state, the crack-resistance, the carrihg ability, the character of destruction of them. The researches have been carried out by experimental (using steel-aggregate granolithic concrete deams with bay 2,0m) and theoretical (it has been worked out the mathematics model of the steel-aggregate granolithic concrete beams work with the finishing elements method) method with using the automatic measuring instruments of deformation, the measuring instruments of dend the microindicators, the securing progremme Microsoft Office’96, "Turbo рaskal 7.0". It was first found out the main regularity of constrictive and external factor influence, and also the influence of «bushing key effect» of band rainforcement on strength in the inclined section of the steel-laggregate granolithic concrete beams.Using the results of the experimental and theoretical researches it was created the method and programme of thecalculation of the steel-aggregate granolithic concrete bending elements with the finishing elements method, and it was also worked out the proposals about their desing. The area of using – the calculation and desing of steel-aggregate granolithic concrete beams construction with external band rainforcement.