EFFICIENCY USE HIGHFITTING WITHOUT CLUTCH WITH CONCRETE IN THE MONOLITHIC BEAMLESS FLOORS

Abstract

Calculation of the strength of beamless floors without reinforcement with concrete adhesion can be refined by taking into account the work of the rope as part of the cabling system. This paper considers the limits of applicability of high-strength reinforcement making full use of its strength in order to achieve the most efficient designs.

Keywords

• прогиб
• ванта
• моностренд
• преднапряжение
• высокопрочная арматура
• монолитное безбалочное перекрытие