RAM Modeler - Applied Load Copy/Paste Function
Hi there, Is there currently a way when in RAM SS - Modeler to copy applied surface loads from one floor type to another? The situation I have is during the progression of a job, quite often a floor...
View ArticleClik here to view.
Why I can't see Section Width&Depth in the PROPERTIES table? Please help.
I'm design a building of reinforced concrete structure, using STAAD.Pro Advanced CONNECT Edition - Version 21.00.01.12. I met this trouble:The width & depth of all members are missing. I met this...
View ArticleSTAAD: Printing modal displacements
Hi..Is it possible in STAAD.Pro to print modal displacements of a set of selected (listed) nodes alone.This is being asked because PERFORM ANALYSIS PRINT MODE SHAPES command prints modal displacements...
View ArticleRe-Order Load Case Details
Is it possible to re-order your load cases and load combinations after they have been added? I want to group certain load combinations together in order under Load Case Details but I am unable to...
View ArticleClik here to view.
STAAD.Pro and SFA - Subgrade Modulus Question
See the attached picture. In the soils report for the project I am working it states that the subgrade modulus needs to be reduced based on the size and shape of the slab/mat foundation. Does...
View ArticleInclined Piles on STAAD Foundation Advanced
I would like to know if it is possible to use inclined piles in Staad Foundation Advanced and, if it is, how to do so.
View ArticleYou can upload .std files in Bentley Communities
Uploading STAAD.Pro models ( .std files ) in Bentley Communities were causing upload errors in the past which prompted many of you to copy and paste the input commands into the forum posts. Just wanted...
View ArticleWhat is the difference between a concentrated moment and a nodal moment in...
What is the difference between a concentrated moment and a nodal moment in STAAD.Pro?
View ArticleDesign a Rectangular Concrete Tunnel.
I am looking for a simple method to design the top Slab, walls and bottom slab.The top Slab has vertical down pressure of 10,000 psf.The walls have an inward pressure of 2710 psf to 3144 psf.The bottom...
View ArticleSection Database
During a recent STAAD update my section database did NOT include the data for Tubes. I've been using "user defined" for the interim. Looking for help on how to load the actual database. I'm using the...
View ArticleClik here to view.
MEMBER FAILURE -STAAD
I am designing a roof structure which starts at level 161.25m .I calculated qh as 1.9 kN/m2How to calculate wind coefficients ? plz help
View ArticleMicrostran 'v' Windows 10
Not RAM or STAAD I'm afraid but it's a big rabbit warren in here and this seemed to be the closest I could get..I've been running Microstran v9 under XP successfully for several years, but my hand has...
View ArticleStaad Output for Timber Beam-column
The Member Force Envelope Report shows MZ = -624.42 lb-ft and this is the correct value. But in Code Checking the applied moment is reported as MZ = -190.79 lb-ft. Why the different value? In what...
View ArticleIs there a way to import Microstran files (.msw) into Staad Pro?
Just wondering if there is a way to import Microstran files (.msw) into Staad Pro?
View ArticleClik here to view.
Help with this error, Error: Problem Processing Suface (no of nodes)...
drive.google.com/.../view
View ArticleClik here to view.
STAAD basic and long term doubts
Dear all,I have some doubts in STAAD, 1. Depending on the shape of the floor you may have to break up the FLOOR/ONEWAY LOAD into multiple commands. On referring to STAAD technical manual...
View ArticleClik here to view.
SET THE NUMBER OF SECTIONS FORCE FOR MEMBERS CALCULATED DURING THE AANLYSIS...
Hi all,For a beam, when I check the internal force by report => sections forces... I get an table with the interal force at 13 sections, but in Beam force detail we can see for 5 section.Can anybody...
View ArticleDynamic analysis
communities.bentley.com/.../HFIR-1st-Floor-Travel-Positions.stdI am running a dynamic analysis for a floor slab using dead, live and response spectra. I have double and triple checked the spectra...
View ArticleClik here to view.
Multiple Warnings after analysis: Elements (element no.) & (element no.) are...
I have 105 warnings like this when ran analysis after modeling and inputing my loads. Im very sorry to ask this but im just a new user to this software and still learning. I have uploaded the file for...
View Article