STAAD currently has only LX and LY parameters but does not have separate parameters for cases where a beam has only the top flange restrained or only the bottom flange restrained. It would be useful if both were separated.
It will be better is auto load combination for following IS codes, IS 802 Part 1/Sec1 2015 - Clause 13 - For Transmission tower Design IS 802 Part 4 2023 - Clause 13 - For latticed switchyard structure Design As of now only design code of IS 802 i...
RAM DOES NOT SUPPORT TO ADD STIFFENER TO PINNED BASE PLATE?
It is hoped that the method of adding stiffeners in the design of American standard column bases can be increased, and it is best to be customizable. For example, extending plate stiffeners can be set on the web of the I-beam.
when standard sections are used instead of legacy analysis cant be imported to RCDC
In the new staad edition standard sections were added in addition to legacy.but when standard scetions were used, the analysis file cant be imported to RCDC.please solve this as there are new standard sections added which are not available in legacy.
User use different software for modelling building depending on how much user-friendly the software is.
Now reactions at base level are required to design mat or any footing for which SFA can be used.
But since there is no option like in earlier o...
Currently STAAD is performing only geometrical check of the members in accordance with Chapter 12 of NZS 3404. However, no design is performed based on the capacity design principles provided in this Chapter. As industries in New Zealand is increa...
Improve Curved Member Rendering and Analysis in STAAD.Pro
Executive Summary: This proposal outlines the need for enhancements to the rendering and analysis capabilities of curved members within the STAAD.Pro software. While curved members are essential for accurate modeling in various engineering applica...