Frequently used for design of all steel structure with shed/roof CONCERN CODE(ALL) especially IS 875 part 3: 1-Sir, staad CE has support the auto wind load as for clad/unclad buildings, this wind load is applied on the surfaces/periphery of buildi...

There is currently no efficient way to consider the live load reduction factor in STAAD.Pro. It would be fantastic to add a parameter to the design section (e.g., under CSA S16-19 or AISC 360-16) to consider a live load reduction on an element by ...

Main SA Concrete Design Code SABS 10100-1:2000 Edition 2.2. The Structural use of Concrete Part 1: Design Supplementary SA Concrete Design Codes SABS 10100-2:2014 Edition 3 The Structural use of Concrete Part 2: Materials and Execution of Work SAN...

Hello i would like to drop my suggestion for consideration, as we know up to now Wind Load generator, can only generate wind on panels. But during design we may have to apply corner wind pressure especially in connection design and also to apply w...

I wouldn't lie by saying that I'm a vivid user of the calculator from the withing the Input Editor/Command file. But at times when the Window's calculator crashes, Staad's calculator comes to the rescue. hoping to add a few suggestions: 1. rather ...

Staad pro should have an option to model each and every type of staircase like single flight (straight)stairs,dog ledged strair, spiral stair, U shape stairs,L shape stairs,winder, double winder, 2 quarter winder, 2 quarter landing,curved staircas...

currently, only 2 decimal numbers are displayed for plate thickness. when there are different plate thickness are input, and the thickness differences is on the 3rd decimal number, it will be hard to figure out which one is which, since they are d...

We are really appreciate that rebar 6 and 9 mm were added to RCDC recently(update2023). But we would like to request another function that the fy can be assigned to specific rebar number and also differ to each rebar. For example, If we have RB 9m...

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) ...

To be forced to go assign both a node # and every member between 2 nodes for a few beams is not a big deal but when it's a giant model, it takes days to assign these values for deflection checks. Something must be done to make this more user frien...