Hello, I'm designing some equipment foundation by using Plant Foundation in STAAD Foundation Advanced. I wonder Load combination from ASCE7-05 which is provided by Load Combination Table. Should SWF and SBF be factored with the same value as other Dead…

I Have been trying to Design a Combined Footing in STAAD Foundation,But i'm unable to get result.

Hi Technical Support, Regarding the Tank foundation ring wall type design, Staad foundation is using the below equation to determine the stress under seismic conditions. Can you please confirm the following: Whether the moments (Mrw) under…

Good day! This is with regard the strap beams. We know that in STAAD Foundation, there is an option to design a STRAP FOOTING. Should I model the strap beams in STAAD Modeling? Or should I just consider this in the strap foundation design at STAAD Foundation…

A snap of the warning from STAAD is attached below. I am designing a combined footing using 318-14, I just want to ask how can i fix this warning or is this neglible? The complete warning is: " COLUMN NO 1 EXERTS AN UPLIFT FORCE ON THE FOOTING FOR CURRENT…

I am trying to design a ground supported slab using RCDC and i keep getting this error. what is the work around. Thanks in advance

Thther is a warning in staad foundation advanced as per below snap. we are designing pile cap as mat foundation in Indian standard.

Many projects have different considerations associated with the client´s Design Basis for different environments that limit the crack width, i.e. presence of underground water. Is there a way to modify the limits for crack width check in Staad Foundations…

Hi, is it possible to control the local x axis and y axis orientation of the plate elements extracted from the SFA. Because when staad file is extracted from SFA the Local z orientation is consistent but the x and y are not. when the orientation of…

I have a question about Cover and Soil which is data input table. Is there a function to input the soil type ex. Cohesion, Adhesion force to calculate lateral pressure for checking stability of combined footing?

Greetings, It´s posible print automatically various "Calculation Sheets" in a row in STAAD FOUNDATION ADVANCED? For example, If I have 30 footings in my "Current Job", we need manually pulse "Print Calculation Sheet" in each one of this to obtain…

Hello Community, First of all, my Staad Foundation version is v9.6.1.74. I am designing a Tank foundation and while I was trying to figure out how Staad foundation makes its calculations, I found a potential error about how the program sums twice…

Hello community, I have a questions as regards to the Load combinations used in the Plant Foundation Mode. When the software asks you to introduce the Load combinations, it states that they are obtained from the code ASCE 7-05. But when I check then…

I am working on a pile cap design and wondering if I can model batter piles as opposed to plumb piles on SFA?

Hello. Good day! I was designing a mat foundation at STAAD Foundation Advanced and it cannot give a "PLOT Failure Diagram". Further, it will give an error message saying "The bar arrangement provided corresponds to a steel area that is less than the…

Good day i am trying to do an automatic pile arrangement in staad foundation advanced edition V9.7.1.139 cause i have over 77 supports and it is too cumbersome to be selecting the supports one after the other to chose a suitable arrangement.

Hi, while designing Pile cap in staad Foundation Advanced software, how to Provide compression reinforcement and side face? In my case depth of pile cap obtained in 1500mm. So, I want to provide compression reinforcement and side face reinforcement…

We are unable to get the results of pedestal in combined foundation design o New folder.7z f STAAD Foundation Advanced CONNECT Edition V9 Update 7.1 . Attaching the file.

STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…

Error at STAAD Foundation Advanced. Please help me identify the cause. Thank you. Tagaytay Vacation House-r9_Foundation_foundation.sfa

Hi All, Here I'm facing trouble with Staad foundation advanced design. Software design output displays the foundation sizing is governed by the ultimate limit state load case.....can anyone advise me on this? how can I correct this to make serviceability…

Hello, I am trying to design a foundation for a vibrating machine on soil. STAAD Foundation Advanced successfully provided me with a Vibrational Analysis of the machine foundation using ACI 351.3R-04 (FEA method), however STAAD does not provide me…

I know that Staad Foundation assume the soil with an elastic performance to do the analysis and design for a superficial foundation. But, we have the possibility to change this and work with an inelastic performance for the soil?

Dear Colleagues, I recently noticed that while designing an eccentric/flushed footing using BS EN, the Calculation Sheet output seems fine, however, the GA Drawing / Detail Drawing generated is not inline. Supporting files are attached herewith. …

Hello, I am getting an error when I click on new file or open a file on STAAD Foundation Advanced. The error says "Attempted an unsupported operation". I tried to run as administrator but the problem is not resolved. Please help. Also this is a fresh…