Concrete Column Interaction Diagram Software !!EXCLUSIVE!!
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In the event of a confined material failure, the concrete column must be strengthened by one or more of the following: Hollowing the inside column diameter, adding a load transfer tie, adding a geometric tie, or adding a geogrphic tie.
Bi-axis failure analysis helps to determine the load capacity of a structure by analyzing its free-body diagram. Bi-axis failure analysis is a simple method of failure analysis that determines the load capacity of a single, primary axis of a structure. It can be used to determine the load capacity of beams that are cantilevered to a column that does not support any other loads, and also, beams or columns that are attached to a structure that does not resist any load. The failure is either a collapse in the vertical or horizontal direction, depending on the direction the failure occurs.
Bending failure analysis is also used to determine the load capacity of beams that are cantilevered to a column that does not support any other loads. However, it can be used to determine the load capacity of beams or columns that are attached to a structure that does not resist any load. The failure is bending, and the load capacity is determined based on the bending capacity of the beam.
Ductile failure analysis is used to determine the load capacity of beams or columns that are attached to a structure that does not resist any load. The failure is ductile and the load capacity is determined based on the ductile strength of the beam.
New Features:
Multiple Steel Design Object.
View Loads in P-M and Mx-My Diagram.
Advanced Addition.
New Column Capacity.
New FEM Model.
New Loadplots and Rebar Plots.
Advanced Addition:
New Loadplots and Rebar Plots.
New Loadspans and Loadspans 2x2.
New Column Capacity.
New FEM Model.
Add Support.
Multiple Steel Design Object.
View Loads in P-M and Mx-My Diagram.
The software predicts the current and future capacity of reinforced concrete columns and columns that are being retrofitted with reinforcement. These calculations are based on both the design and the current reinforcement. The results are given in terms of concrete compressive strength and the results are archived for further use.
The second step to designing a reinforced concrete column is to determine the actual reinforcement ratio and the concrete compressive strength, with these two inputs the user is able to produce the reinforcement and concrete depth diagrams that can be used to determine the reinforcement required for the column. In all cases the number of stirrups placed in the column is determined by combining the number required for the compressive strength with the reinforcement ratios used in the design calculations. 827ec27edc