There are several methods to model shear wall/slab/mat in staad CE, broadly by physical modeller and analytical modeller, as far as the analytical method is considered, slab/mat/shear wall can be modelled through various techniques, like plate ele...

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

Design Parameter "PROFILE" seems to check only first 3 characters. If I understand correctly, STAAD already selects the lightest section only for the same kind of section as the current one, and the limit on the height can be set by variables DMAX...

To determine whether a column is a no sway or a sway column, stability index Q may be computed as given in annex-e of IS456. It's a very time consuming and cumbersome calculation while we are freezing the column sizes. if Q is directly calculated ...

All professional, practicing engineers would benefitted. One click analysis and one click reinforcements design of any types of tank UG/elevated of any shapes like RCDC.

Kindly make provision for Hat section with Lips( straight lip and inclined lip) in the section database. Please make it such a way that if we enter the depth, width, thickness and give "generate" and all the properties gets generated automatically...

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 ...

In India many Columns are made with 4 leg of angle with lacing of rod or angle(built-up) STAAD have option of design back to back but it is not have front to front angle configuration

If the slenderness ratio meets the requirements, but its normalized ratio is not shown in the utilization table, can the slenderness ratio be added to the utilization table, which will help the designer to understand the condition of the member.