The differences calculate columns of high-Concrete according to the norms
Abstract
The differences calculate columns of high-Concrete according to the norms
Incoming article date: 04.12.2013The article presents the results of calculations of reinforced concrete columns of high-strength concrete on the SNiP and SP. Compared the results with experimental data. The proposed adjustment formulas used with correction factors k and w resulting standard deviation of the bearing capacity of the columns from the experimental reduced more than four times.
Keywords: high-strength concrete, physical experiment, the correction factor calculation scheme undeformed