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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...
9 months ago in STAAD Concrete 1 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

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...
10 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) ...
10 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
over 2 years ago in STAAD Concrete 2 Needs review

Add angle section to ram connnection so that the Lattice structure can be calculated

Add angle section to ram connnection so that the column base node of Lattice structure can be calculated
11 months ago in STAAD.Pro 1 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

Use Center of the Structure as rotation Center

The Orientation Settings window provides the option "Use the center of the structure as the rotation center". However, when i perform the "Display Whole Structure" function, the rotation center is reset to 0,0,0. This happens when the Orientation ...
about 1 year ago in STAAD.Pro 0 Needs review

Design of foundation with Shear links in staad foundation advance SFS

Design of foundation with shear link is not available in staad foundation advance (SFA). It is very necessary to implement the design of various foundation/s along with shear link design options also. Especially as per Indian standard codes.
about 1 year ago in STAAD Concrete 0 Needs review