LAYOUT SECTION COMPOSITE BEAMS WITH A VIEW TO OPTIMIZING THE STEEL

Abstract

In the article for the composite steel beams is given the formula, which makes it possible one time to determine a maximally possible effective value of the calculated strength of materials of beams to bending Ry and to obtain optimal solution.

Keywords

• составные балки
• компоновка сечения
• оптимальна высота
• минимальная высота
• строительная высота перекрытия
• расчетное сопротивление стали изгибу
• сomposite beams
• the layout of section
• optimum height
• minimum height
• the structural depth of the overlap
• the calculated resistance of steel to bending