Googevening, performing concrete slab verification with staad pro (ACI Code), I noticed some discrepancies between input data definition, as reported below: and output results obtanained from calculations are listed below: in particular the…

Good evening, in order to perform design of concrete slab/shell elements, which procedure is better to follow? Considering STAAD Pro options, it is possibile to consider two main ways: 1) SECTION MODELING - DESIGN - CONCRETE (as represeted below…

Good evening, I’d like to ask if it possible to change the unit of measure relating to STAAD concrete slab design, in particular, relating to longitudinal an transversal reinforcements as indicated below: In the previous figure, the program gives…

RAM Concept CONNECT Edition v8 introduced grouping of parametric tendons and profile polylines. After trying it out, I was very impressed with this feature as it will help our engineering team reduce the amount of time we spend on designs while reducing…

Hi, I am looking to understand how the design moments and shears are to be calculated when using triangular plates for concrete slab analysis. For triangular plates the results are reported wrt the local plate axes. The 'Global moments' are also available…

Good evening,my student colleagues and I have been set a question the issue is we disagree with the lecturer on how to proceed The question was “A rectangular solid concrete flat slab floor, with a thickness T, has 5 spans with a length X each in…