Is there any way for my load combinations that I have to input one by one to...
This seems like a handy feature that wouldn't be too difficult to implement but I haven't been able to find anything. I'm interested in modifying or adding new load combos (in this case I'd like to...
View ArticleSTAAD Pro - Reference loads and repeat loads
Hi, I have a model in STAAD.Pro V8i Select Series 2, with 50 primary load cases, 10 of which are acting as combinations using the REPEAT LOAD command.The model has many plates and compression/tension...
View ArticleWarnings: **WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION OR...
Please help.. I am having warning messages.. Can this affect the result or should I neglect the warnings? Thank you very much!(Please visit the site to view this file)
View ArticleDesign of Columns in Tension per Eurocode
HiCurrently staad does not design columns in tension for both the BS and European codes using the RC Designer. Is there any procedure available in some text book that can be followed considering that...
View ArticleMultiple Analyses (construction sequence)
Hello there,I am trying to analyse a structure which is incrementally subjected to dead loads using the inactive members / change commands so I can simulate the sequence of construction. There are...
View ArticleContrasting Results
The stress ratios and deflections presented my model's output are very excessive (i.e. SR > 4.7E30) for every member when performing direct analysis utilizing notional loads (factor = 0.003)....
View ArticleHi Everyone, I am modeling a Vierendeel truss pedestrian bridge. I am getting...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 08-Dec-15END JOB INFORMATIONINPUT WIDTH 79*UNIT FEET KIP*JOINT COORDINATES*TRUSS 1 BOTTOM CHORD101 0.0 0.0 0.0 122 126.0 0.0 0.0 1* TRUSS 1 TOP CHORD123...
View ArticleSkewed Railroad Through Girder
I have a 106'-3" skewed through girder rail road bridge, the skew is very large about 55 deg. I created a 3D model and run the moving train load across the bridge. The maximum moment in the girders...
View ArticleMinimum Size Requirements for Composite action
I have been instructed that the minimum 8x 10x and 12x for composite action are 8x15, 10x17, and 12x19. Is there a way to include these design restrictions in the program? I have tried a min depth size...
View Articleanalysis and design of any small residential building
hi guysiam new to building designi have completed my be civil engineering in 2015i want learn how to manually analyse and design a building(with all load calculations and load paths)please anyone help...
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Section Properties of Japanese Channel Sections - Not Matching with those...
Hi,For one of my design, I need to use the Japanese channel sections. I have compared the information (especially moduli of section Zx and Zy, though other properties are matching) of Japanese channel...
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Ram concept installation error?
Hi,I get strange lines when I try to use RAM Concept. These show up in all windows - mesh input / element etc, and even when I just try to insert architectural cad files. I have tried uninstalling and...
View ArticleEccentrically loaded moving load
Is it possible to create a moving (vehicle) load with different loads on each wheel within one axle. I have a single vehicle load moving along a bridge structure with eccentric load placed on it.
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SFD of Beam Under Concentrated Load - Master Slave
Hi,I need to use the Master-Slave connection for one of my structure. Before, using it directly in my structure I tried to understand the behaviour first. For that, I have modelled a simple frame with...
View ArticleHi all , I am new here .so would you like to help me about the interface Plz?
I need a mentor for staad.pro . plz tell me about mentor .
View ArticleStaad foundation v8i
Dear all,I have started a raft foundation design using staad foundation v8i for around 12 columns ,only 3.6 m apart in transverse direction and 7.2 m in longitudinal direction with unfactored loads of...
View ArticleDynamic analysis
Hi, I am analyzing the theoretical case for dynamic analysis on staad pro. Providing it a ground motion pulse of 1g acceleration, i am using Pinewood as material, now for dynamic cases, when i look at...
View ArticleSTAAD UTILIZATION RATIO PRECISION SETTINGS
Hi Team, I would like to request the developer team to incorporate or provide a patch for STAAD v8i SS6 to view the utilization ratios of steel member with user input of precision. fro ex. instead of...
View ArticleCreating a pivoted shaft beam
Hello, I am creating a machine model in staad can some one please tell me that how can a create a beam condition connected to two other member and rotate about axis along the length.the beam is...
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Creating a pivoted shaft beam in Staad
Hello, I am creating a machine model in staad can some one please tell me that how can a create a beam condition connected to two other member and rotate about axis along the length.the beam is...
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