STAAD.Pro Ideas Portal

Welcome to the STAAD.Pro Ideas portal. The purpose of this site is to post ideas for enhancements and new features. We value your feedback and our team regularly reviews your suggestions for consideration in future releases.

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STAAD.Pro

Showing 363 of 363

Time History in multiple load case for blast loads

For Blast loads in some cases we have to apply blast load in all the direction i.e x and z in different load cases. presently the time history load is possible only in one load case. Time history should be allowed to be added in mutiple load cases
Ashok K 11 months ago in  2 Future consideration

Repeat the node/beam/plate and loadcase number on each line of the result tables

-In order to easily sort the results in Excel when importing a Result table, it would be a lot more helpful to repeat the node number on each row of the Support Reactions table & Displacements table. -Same comment for the beam number and L/C o...
Sébastien Julien over 1 year ago in  1 Future consideration

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
Guest 11 months ago in  4 Needs review

automatic coupling plate element boundary

Need a function similar to Midas automatic coupling plate element boundary
Guest 4 months ago in  1 Already exists

Moving Load Moving in Global Vertical Direction

The ability to apply horizontal moving loads that move in the vertical direction (up a column) (e.g. elevator loads on a column).
Jeremy Jacobs almost 2 years ago in  3 Future consideration

Moving Loads Acting in Horizontal Directions

Provide the ability to have horizontal moving loads in addition to the vertical loads. For example, ASCE 7 requires cranes to be designed for vertical loads and horizontal loads. It would be great if STAAD had the ability to have both the vertical...
Jeremy Jacobs almost 2 years ago in  3 Future consideration

implement front to front angle configuration in STAAD

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
Rahul Brijpuriya 8 months ago in  2 Will not implement

ADD the slenderness ratio to the normalized ratio

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.
Guest 8 months ago in  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...
Sujaan Ahamed Fareed 4 months ago in  3 Needs review

ASEC7 vertical structural irregularities check

The STAAD.Pro now can not check the the vertical structural irregularities 5a/5b in the ASCE 7 table 12.3-2 by ant command stream, but as the code demand, the designer need check this irregularities, it is very difficult and cost time for designer...
Guest 4 months ago in  1 Needs review