I have recently Installed Staad Pro and I am not able to view the report Tab see below snip, How I can turn it on? I am using STAAD.Pro 2023 - Version 23.00.01.25

I'm having a problem with mu model. How would I make the deflections appear in the staad output file? All I am getting are these I am checking for strength and serviceability check. Load Envelope 1 for Srength and Load Envelope 2 for serviceability…

Is it possible to share the user connection database in Connection Design using STAAD PRO Connect? I'm trying to find a user connection database file location, which I need to share my connection database (created by the user) to the team. My purpose…

Please help! Designing a simple truss using the Aluminum Code analysis. The initial analysis produced utilization ratios where the "Clause" references AISC's H1-3 Equation and H2-1 Equation. This led to revise my analysis commands so that it was analyzing…

Dear colleagues, i haven't noticed this before, but recently i had applied more than 3 releases to a member and i noticed that the Structural Tooltip popup (yellow) shows only the first 3 releases and skipped the rest. Structural Tooltip has always…

Hello everyone, I am modeling a steel joists truss in Staad pro CE but I am having trouble on how to resolve the warnings and errors. I have a double angle for the top chord and custom section properties for the bottom chord since staad did not have…

WE HAVE TRIED WITH THE FOLLOWING AVAILABLE COLD FORMED SECTIONS: Angle With Lips - 1 Double Angle (LD) Double Angle(SD) Channel With Lips Channel Without Lips Double Channel Back to Back Double Channel Front to Front Zee With Lips …

PEB warehouse structures Please, solve We have been trying to build a PEB staad.pro model of a warehouse for the past several days. We have set up all the IS standards of property and loading settings we know. However, the economic conclusion…

I am using STAAD Pro CONNECT Edition v22. After the update, the "Steel Design Detail" in the Report no longer able to select to show specific selected beam. Instead, the report lump every single member design detail in one like below: In previous…

Hey All, While Modelling A Building In Staad Connect Edition, When I Model A Slab Of 5 X 5 m Size In C.E., It Takes The Length As 5.00001 m Irrespective of 5m Length Input, And So It Gives Error While Generating Floor Load With Boundary Of 5 X…

Dear All, I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me Thanks & Regards, Anirudh

Hi Bentley Team, I am in the process of modeling a steel structure with some steel hoppers. Running Integrity Check and Analysis Model show no issue with no error in the model. But when I want to move to Analytical Modeling, the following message…

Dear All, I have modelled and applied Cracked section properties code specifies Is1893:2016 and in another model i have assigned Global Cracked section properties for the beams and columns. But the results and area of steel in columns and beams are…

When in imported the accdb file in rcdc and select Columns&Walls option after it is showing columns only. not shearwall.

how to connect beam to column. column size is 4m x .850m, baem size 0.750m x 0.400m. see the attach file image. Yellow line is the column. .

May anyone please guide how to apply diaphragm command in line with above mention clause? any special command in Staad-pro to take care of this check.

Hello, How can I change the default settings in both physical and analytical modeling, in order to define the mesh grid size of a plate? 0,3m x 0,3m; 0,2m x 0,2m; etc (e.g.) Thank you. Ignacio

Staad crashes while assigning beta angle. Beta angles gets deleted after reopening the staad file.

I am designing a floor slab for the below mentioned view of the building. In the plan view the center part of the portion is to be left empty and the remaining area should be covered by slabs. In how many ways can i design a slab to account for both the…