**ERROR - FINISH COMMAND IN LOAD DATA *** ERROR *** ABOVE LINE CONTAINS...
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View Article!!!HELP REGARDING TIME HISTORY
Can you help me with time history load, I already finish the time history loading and run analysis using perform anlysisand then finish the design and displacement check, all members passed.1. My...
View ArticleForum behavior
I see different forum topics depending on whether I'm signed in to Bentley or Not. For example, before I sign in, I can see the ISM/Tendon thread, but when i sign in it disappears. Has anyone else...
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RAM SS Modeler - sloped roof with steel beams and metal deck
I want to model a roof framing system in RAM SS where the roof is sloped on all four sides. See image, the image is from a model in RAM Element. Any suggestion on how to do this in RAM SS without...
View ArticleMode participation factor is less in first two mode shapes and no story drift...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 05-Jan-17END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES93 0 2.25 0; 94 7.15 2.25 0; 95 14.3 2.25 0; 96 19.3 2.25 0; 97 22.7 2.25 0;98 22.7...
View Article***WARNING - INSTABILITY AT JOINT 134 DIRECTION = FY PROBABLE CAUSE...
Hi. I'm trying to run this model, but it keeps displaying Warnings regarding instability. It's the same joints in all five levels. I read in this blog that it may be because the load is not finding its...
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Results along line vs Plate results
Hello, As you see in the print screen bellow, I have two different moment results. From the plate center stresses table and from the figure bellow, I get a maximum positive moment of 721kN-m. From the...
View ArticleRelated to IS13920- 2016(latest released in 2016)
Dear Bentley, Kindly give me the confirmation that, IS 13920-2016 (latest release in 2016) is available in STAAD.Pro (20071190) or not?Thanks.
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how to show bending moment diagram graph of continuous beam?
Dear all I have attached picture to show the example of BMD graph diagram from anonymous. I try to select the set of member beam but when i try to display on postprocesing -> beam -> graphs its...
View Articleerror -case being factored is dynamic case 15_STAAD question
Hi,Please help us what kind of error is this? I will upload the staad file.Let me know what is wrong."error -case being factored is dynamic case=15"Thanks,Noel GenotaWP
View Article**ERROR- CASE BEING FACTORED IS DYNAMIC. CASE= 15
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View ArticleHELP REGARDING FEM DESIGN
Can you please help with FEM, I modeled plates and mesh all the plates for an equipment support . The plates (equipment support)is supported by a steel beam below not on the ground and not on...
View ArticleStaircase design
Hello, i saw a tutorial for staircase design, my question is : is it necessary to define plate load, pressure on full plate 1kN/cm2. And another problem : i don't know how to show the bending diagram.
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Gravity Load computation error. Check gravity loads on slab decks
Hi there, I am getting the 'Analyze Error 4' and cannot fix it. I have referred to a previous post where the response linked to another thread talking about meshing which I have looked at. I have...
View ArticleExtracting Forces from STAAD using DotNet
Hi,Please could someone help me in extracting forces from STAAD using DotNET?Not able to extract Primary LoadCase number for extracting Forces.here is my sample code:' Get BeamLIST Dim myBeamNos As...
View ArticleVBA TO vb.NET
Hi i am facing problem while extracting utility ratio from staad to excel, it was working well with VBA but in VB.net its giving errorplease check the below code and suggest me suitable solution.Thank...
View ArticleDesign Assumptions for Mat Foundation on Piles - RAM Concept
I'm designing a mat supported on piles in Concept. I exported the model and the loads from RSS, but now I'm trying to model the piles. In the past, I've used a point spring to represent the piles. My...
View ArticleAs I am doing tutorial ,I get error message when entering element incidence....
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 16-May-17END JOB INFORMATIONINPUT WIDTH 79************************************************ STAAD.Pro Generated Comment...
View ArticleMStower: Warnings
Redundant members that are not triangulated have been detected and the restraint offered by them has been neglected.
View ArticleWhy does adding a load case cause multiple members to fail design checks?
I have a model in RAM Elements where almost all the members pass the design checks under current loads. However, if I input a new load case (without including in any combinations or applying any...
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