![]() ![]() For this reason, a designer should check a column for both non-sway and sway conditions. In many cases, a column is not slender by considering now-sway frame but very slender by considering sway frame. If column length increases from one particular stage to another then steel ratio increases. Column height increase on and beyond 5m is substantially vulnerable for sway effect. Result shows that corner and edge column has most slenderness effect. Parametric study is achieved by considering: four different length of column range from 3m to 6m using an increment of 1m and three slab panel's size 4.5m x 4.5m, 6m x 6m and 7.5m x 7.5m with three panels in both ways. First the methods describe in the Indian standard code for designing slender column is reviewed manually for one structural model and then FEM models are generated by using ETABS software. Our reinforced concrete design expertise is supported by over 100 years of knowledge at the heart of the cement industry, and honed. corner, edge and inner columns) in 12 flat-plate RCC structural models. STRUCTUREPOINT, formerly the Engineering Software Group of the Portland Cement Association, continues to develop and improve PCA software including pcaColumn, ADOSS/pcaSlab, pcaBeam, TILT/pcaWall, and pcaMats. ![]() This study is conducted on 36 columns at three locations (i.e. ![]() Import/export of DXF files, nominal interaction diagrams, and display of capacities at your load point are just a few of the rich program features.The research carries out a parametric study to analyse slenderness effect in column design of reinforced cement concrete (RCC) flat-plate structures based on Indian standard (IS) codes namely, IS 456: 2000 and IS 875. Top selling worldwide, spColumn provides a full featured 3D visualization of the nominal and factored failure surface. FactoMineR (Sebastien Le et al., Journal of Statistical Software, 2008). The program offers investigation of irregularly shaped, reinforced concrete column sections that may contain openings or boundary elements. Graph of variables: default plot fvizpcavar(res.pca, col.var black). The section can be rectangular, round or irregular, with any reinforcement layout or pattern. Formerly pcaColumn, PCACOL, and IrrCOL, spColumn investigates sections that are impossible to find on design charts or to do by hand. Equipped with latest American (ACI 318-14) and Canadian (CSA A23.3-14) Concrete codes, spColumn is developed to design and investigate any reinforced concrete sections subject to combined axial and flexural loads. Powered by the advanced and flexible graphical interface of new spSection Module for creating and modifying irregular sections, spColumn v5.50 is widely used for design and investigation of columns, shear walls, bridge piers as well as typical framing elements in buildings and other structures. ![]()
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