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STAAD.Pro

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Canadian Seismic Load per 2015 NBC code parameters

Would like to get implemented NBC 2015 Code parameter.
about 1 year ago in STAAD.Pro 0 Future consideration

HAT SECTION WITH LIPS

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...
over 2 years ago in STAAD.Pro 4 Future consideration

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 ...
over 1 year ago in STAAD.Pro 1 Future consideration

Turkish Building Earthquake Code 2018 and TS 500

Türkiye de yaşayan mühendislerin programlarınızı kendi ülke standart ve kurallarına göre daha rahat kullanabilmeleri ve bunun paralelinde programlarınızın kullanım oranlarının artması doğrultusunda eklenmesi yaralı olacaktır.
10 months ago in STAAD.Pro 4 Future consideration

Add fire calculation in staad.pro

according to GB 51249-2017, steel structure needs to do the fire calculation and corresponding design. There are more and more security reviews about fire calculation, therefore it's necessary to add these content in staad.pro.
10 months ago in STAAD.Pro 1 Future consideration

Stress Ratio Results for Multiple Load Cases

Show code check results for more than just the worst case. Should be able to see what the next worst, and next worse after that and so on. It's been over 10 years since I used it but I believe SACS does this. If so, could take a look at it.
over 1 year ago in STAAD.Pro 3 Future consideration

OpenSTAAD function to extract the capacity of members

OpenSTAAD function to extract the capacity of members, so that it will be used for additional checks as per Code
over 1 year ago in STAAD.Pro 7 Future consideration

Waffle /Grid slab and flat slab

Heavy loaded structures...
over 2 years ago in STAAD.Pro 3 Future consideration

Calculation of Stability index Q as per annex E of IS456

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 ...
11 months ago in STAAD.Pro 4 Future consideration

Getting Ratio of the design calculation by OpenStaad API

There is no command to get the design calculation results in OpenStaad and I would like you to provide it.
almost 2 years ago in STAAD.Pro 5 Future consideration