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for RCDC software, Please add the result and calculate about Failed Member to help designer update the model

when I use RCDC, the column failed to crack-width,but I want to know the result of failed column crack-width value and calcute to deside how to update the model, update Longitudinal reinforcement or stirrup
10 months ago in STAAD Concrete 0 Needs review

Reuse the water tank module to form a retaining wall module in SPPM

Are there any plans to use the Water Tank module in Structure Wizard in the Physical Modeler to create a retaining wall module? It seems like this could be developed easily from the water tank module.
over 2 years ago in STAAD.Pro 1 Needs review

Full integration with AutoPIPE and STAAD

Pipelink is quite rudimentary. It does not provide the ability to assign guide supports to different nodes. For example, horizontal loads need to be applied to Vertical Members, while vertical loads need to be applied to Horizontal Members. The sa...
10 months ago in STAAD.Pro 3 Needs review

Please provide report data in txt format for export in versions after 2023, as we need to maintain consistency with previous versions

Please provide report data in txt format for export in versions after 2023, as we need to maintain consistency with previous versions
10 months ago in STAAD.Pro 1 Needs review

Lift Permissible Effective length Factor is 5 in RCDC

Currently in Column Design, RCDC has a limit on the maximum value of the effective length factor and users cannot modify this limit value 5. I want RCDC to lift the restriction on this factor. In my case as per attached staad, Column effective len...
10 months ago in STAAD Concrete 1 Needs review

Scale factor for displacement quantities in response spectrum analysis as per IS 1893:2016 amendment no-2 (additional clause 7.7.3.2) regarding

It is understood that while performing response spectrum analysis, the scale factor (V_b/V_B ) Where,V_b=Equivalent static base shear,〖 V〗_B Response spectrum base shear), is automatically accounted for calculation of design base shear. But,this s...
11 months ago in STAAD.Pro 0 Needs review

RDCD limitations need to be takeup

While doing design of beam using Staad file interface at each level selected beams need to be design as per Staad design envelope. 1) Along X-direction grid design will be one envelope. 2) Along Z-direction grid design will be second envelope. 3) ...
11 months ago in STAAD Concrete 1 Needs review

CANTILEVER SLAB IN RCDC

Design of cantilever slab in RCDC should be added and also slab supported by beams on its two sides and its other two sides free or only three sides are supported by beams and the other side free.
over 4 years ago in STAAD Concrete 1 Needs review

Add IS 3370 in Staad CE, RCDC,RAM and staad foundation advance

For analysis of water retaining structure as per IS 3370,staad CE doesn't support IS3370
almost 3 years ago in STAAD Concrete 2 Needs review

Pipelink Improvement

The pipelink transfer of loads from AutoPIPE to STAAD is currently very limited for guide-type supports and other multi-direction supports. A guide support will have vertical loads as well as lateral loads. Depending on the direction of the latera...
almost 2 years ago in STAAD.Pro 5 Needs review