Moving load in vertical plane and horizontal plane as well.
As of now, moving load feature is available only in vertical plane. But moving load in horizontal plane isn't available yet.
But, as per industry demand, moving load to be applied longitudinal and transverse direction, simultaneously.
Staad pro s...
SFA Foundation use uniform (average) Effective Bearing Pressure per AASHTO 10.6.1.4
Currently, SFA uses the highest corner pressure to design the foundation size bearing on soil. Please revise the SFA program to have an option for a soil supported foundation (versus a rock supported foundation) and provide revised foundation sizi...
RCDC -Foundation design - Multiple Soil layers and Dispersed soil weight to be considered in the Stability checks -Buoyancy and overturning
For the foundation design, Buoyancy and overturning stability checks are performed. Presently Soil above the footing area is considered for the stability checks. The software should allow the user wants to consider the dispersed soil weight for th...
COMBINED FOOTING AND MAT/RAFT FOUNDATION FROM SFA TO RCDC FOR DETAILING
I would suggest SFA to add an option exporting designed combined footing and raft foundation to RCDC for detailing as we know RCDC is powerfully in producing structural drawings
Warning based on superceded (old) code appears in Seismic analysis using IS 1893 pt 1.
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...
I think the wind load application should be rewritten to make it simpler and more user friendly. STAAD is at least three times as long as SAP2000 when inputting wind loads.