is it a staad software problem or width is inadequate
Dear sir, A submitted DBR ,which have a highlighted statement "SECTION IS NOT ADEQUATE (*STAAD IS NOT ABLE TO DETAIL AS SECTION WIDTH IS SMALL & DETAILED BY DDC BASED ON R/F)". kindly consider :-...
View ArticleClik here to view.
STAAD V8i - SS6 - Missing plate element section property and material setting...
Hi,I have asked this 5-6 years ago on this platform to no avail.I even opened a thicket and was told that the developers are looking at the issue, but now its been ages and i'm still experiencing the...
View ArticleClik here to view.
Staad Pro Modeling query for pile cap
Hi, We are using Staad Pro for modeling octagonal pile cap with 4.97m sides and having octagonal cutout of 1.66m sides at the centerReinforcement of piles will have development length inside the pile...
View ArticleDesign Strips @ Walls
I heard when you add a design strip along a wall, the program produces positive and negative moments since the wall acts like a support. Would adding a design strip on each side of the wall be enough...
View ArticleClik here to view.
RAM Concept - Punching Shear Check
I've encountered the issue where the Punching Shear Audit envelope does not include the reactions from a load combination that has a 'strength design' ruleset. In this case, it's unconservative. 1.2G +...
View ArticleYONLY spring disappearing
When using the YONLY spring, if I need to make a subsequent run after changing the input file, the "YONLY" statement is changed by the program to "Y". This is very aggregating. The program should in...
View ArticleClik here to view.
RAM elements - Unable to assign more loads
Hi - Why could be the reason for the error below. I have not assign any loads to "Member 1004", I am basically using area loads.
View ArticleClik here to view.
RAM Frame - Wind load distribution and exposure boundaries.
(Please visit the site to view this file)(Please visit the site to view this file)Hello,Q1. This is my first project using RAM. I have a building with three different roof heights and each having...
View ArticleVibration analysis in Ram Concept
Hi all,I have two questions about vibration analysis using RAM Concept.How can I know whether the vibration analysis is performed on a "cracked" or "uncracked" models. And also, do I have control over...
View ArticleClik here to view.
How to design beam seat connection in RAM
Please help me how to design beam seat connection because such connection seemsnot found in RAM EC3 types of connection.The connection is that the top beam bottom flange is bolted to the top flange of...
View ArticleClik here to view.
Floor Loading Seems to be not distributed to all member of the assigned floor
Hi Bentley Communities,Can anyone clarify why my assigned floor loading seems to be not assigned to some member although it is already included in the floor group. Attached herewith are some of the...
View ArticleClik here to view.
Bending, shear diagram not shown when wind load consider.
Dear sir,I model a RCC building in staad v8i SS6. after analysis, when i want to show the post processing load diagram, there is no diagram for wind load.how i solve the problem?? please help me.
View ArticleExport a Model from STAAD.Pro to PDS - Intergraph (frameworks Plus)
Dear Comunity. It is possible to export a Model from STAAD.Pro to Intergraph's Frameworks, and I'd rather more than a just a DXF since I'm looking forward to getting as many profiles properties...
View ArticleApply line load moment to curved slab
Hi All,I have a curved slab and I want to apply a line load around the perimeter to model the cladding. I have applied a line load in the +Fz direction (vertically, downwards). I now need to apply a...
View ArticleWindload
Asking on behalf of user Farhah Naaim, who is having difficulty posting to the forum:"Please help me. In STAAD.Pro, The wind pressure will be acting towards the wall from outside for the windward...
View Articlehow to apply moving load using BS code
Dear Engineers,I have working on Bridge design...Is it possible to apply moving load (HA and HB ) in Bridge deck using BS code...Can any one help me on this issue and tell me how to apply those load...
View ArticleModal participation mass Ratio
Sir,I am modeling a RCC building. i want to see the modal participation mass ratio for torsional behavior of my structure.how can i do that??ThanksShafiq
View ArticleMember Specification (KMX, KMZ)
Hi,I wish to know how and when to assign values for KMX and KMZ (unit: kN-m/deg.).I've seen members with either KMX =0.001 or KMZ=1 or KMY=1 but I need to fully understand how did they get these values...
View ArticleI have Joists attached to Joist Girders and am getting multiple warnings...
Hello,I have a large building I am designing and have gotten rid of multiple errors/warnings and now the model runs well with the exception of these Zero Stiffness issues. They seem to pop up at nodes...
View ArticleMy Ram Elements program does not show the nodes in the model view - how can I...
Ram elements is not showing the node (dots) on the screen. Everything else including node numbers and members is visible?
View Article