Concrete column interaction diagram rectangular. Asdip concrete generates the interaction diagram of either a rectangular or circular column. Interaction diagram circular reinforced concrete column aci 318 14 develop an interaction diagram for the circular concrete column shown in the figure below about the x axis. The software uses either the actual parabolic concrete strength curve or the whitney simplified block. 2202007 e702 example problems interaction diagrams for concrete columns dd.
Here we consider the general case for rectangular concrete columns subject to moment m and axial load n. 1 1 144 in2 316 in2 065 fp nmax 34760 kips calculate points on curve each steel strain is selected by multiplying an arbitrary z factor and the. This rectangular block although simpler is not correctly applicable to non rectangular compression areas since the centroids of the actual and idealized blocks do not coincide. Non slender tied non spiral column reinforced with four 8 bars bending around its x axis.
Determine seven control points on the interaction diagram and compare the calculated values in the reference and with exact values from the complete interaction diagram generated by. This design example interaction diagrams for concrete columns works through the procedure to draw an interaction diagram for a 12 x 12 in. Aci committee e702 designing concrete structures. Interaction diagram tied reinforced concrete column develop an interaction diagram for the square tied concrete column shown in the figure below about the x axis.
However the aci code requirements for biaxially ol aded rectangular columns can be satisfied by using the following steps. Determine seven control points on the interaction diagram and compare the calculated values in the reference and with exact values from the complete interaction diagram generated by spcolumn engineering software program from. The example follows the provisions of aci 318 05 building code requirements for structural concrete. Interaction diagram tied reinforced concrete column.
Determine seven control points on the interaction diagram and compare the calculated values with the reference and exact values from the complete interaction diagram generated by spcolumn engineering software program. Develop an interaction diagram for the square tied concrete column shown in the figure below about the x axis. Kramer y f c 4000 psi f y 60000 psi x calculate fp nmax eq.