I design a very simple column to verify the concrete column design using ACI-08. Column Size : 250 mm x 250 mm Bar arrangement : 4-D20, (D12 @ 250 mm for tie) However, P-bal and M-bal in Analysis output are not same with manual calculation.…

Hi Good day! I am having a problem with the printing of my Design Calculation Report, when it is already generating the design calculation report an error message pops out. See attached. Error Translation: >> Microsoft.NET Framework An…

How Can I change the Horizontal position of biaxial columns from the center to the right side, like the below figure? I'm Using Staad pro connect edition.

Hello, I´m currently reviewing a Reinforced Building Design in STAAD.Pro CONNECT Edition and The Client asked for some information; more specifically, the Design Moments and Axial Forces for the RC Columns, so I went to look up the info in the Analysis…

Hi, I am using STAAD PRO v8i SS6. I have designed RCC frame using IS 456. Pleased find the attached PDF which is the base for the problem i am asking. The column no. 52 have the output stating "SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET…