The STAAD.Pro now can not check the the vertical structural irregularities 5a/5b in the ASCE 7 table 12.3-2 by ant command stream, but as the code demand, the designer need check this irregularities, it is very difficult and cost time for designer...

It would be good to get a function in OpenSTAAD function to get the CoG of the Model.

Provide a method to create wind loading on Cylindrical Structures as per Wind Pressure coefficients in clause 7.3.3.7 using Table 19 of IS 875 Part-3 2015

There is no command to get the design calculation results in OpenStaad and I would like you to provide it.

it is a very useful option when you are trying to hide some selected entity for better view. HIDE SELECTED OBJECT rather than using invert Selection and other ways.

It would be useful to be able to a universal setting for different colors for different range of utilization ratios in the model to visually inspect. Right now they are only File Specific which means I will have to manually change the utilisation ...

STAAD Pro CONNECT Edition shows a warning based on IS 1893 part 1:2002, when the latest code available currently under use is IS 1893 part 1:2016. Kindly clarify why should warnings based on old codes appear when the user has specifically selected...

ANL file for steel code has changed format can you revert back again or atleast put to option on Track command to retain original format.

Many codes, particularly IS 1893 part-2 and IS 3370 part-2, the RCC elevated/underground water retaining structure should be analyse and design in "TANK ENPTY" and "TANK FULL" both of the conditions, but staad pro seismic definition whether it is ...

As we know in R.C structures we may need to provide holes in beam for service purposes. I am here attaching a book showing examples on the design of beams with holes. [View:/cfs-file/__key/telligent-ideas/03d5f738-7ee6-4ff2-9384-201f3d5dd0d9/Concr...