It is suggested to add I sections with side plates table under specifications user table manager tabs. Offshore brownfiled modificaitons work would involve adding side plates to existing I sections to increase its capacity.
All features of "ADINA" should be available in STAAD
All features of ADINA should be implemented and available in staad pro also. Like,
Non-linear dynamics analysis, hydrodynamic (impulsive & compulsive sloshing load),
Computational fluid dynamics,
Potential fluid dynamics,
Modelled of water in ...
Do not Auto split the design parameter & loadings.
When dealing with a substantial number of members within a STAAD model, the design parameters tend to split automatically. Consequently, this automatic splitting poses challenges when attempting to review the design parameters. The same situation ...
almost 2 years ago
in STAAD.Pro
1
Future consideration
Modeling of trapezoidal pattern raft foundation in staad foundation advance
Staad foundation advance (SFA) has an option to assign plates of various thickness, but it should also have an option to model such plates in TRAPEZOIDAL PATTERN as shown in below images,which is frequently used to model raft foundation, also plac...
Rigid diaphragm on inclined floor/pitched floor/roof
Staad pro doesn't support for modelling of rigid diaphragm for inclined floor/inclined slab/inclined roof, so that response spectrum analysis can not be achieved in this case, so it is necessary to implement feature of modelling rigid diaphragm/se...
STAAD does not have NZS 1170.5 in its Seismic Codes. Users in ANZ uses custom spectrum and factored it up to match the base shear. Adding this code will help the users in ANZ work directly with the NZ code and thus speed up their productivity. Use...
over 2 years ago
in STAAD.Pro
1
Future consideration
When the basement shear wall is modelled along with intermediate columns as shown in image, and such columns supposed to designed in RCDC , then RCDC devides the length of columns into small length/small segments as per meshing of adjacent shear w...
Wind loading on cylindrical structures as per IS 1875 part 3
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