Design of Concrete Column in Tension Force by SACD
Is it possible to design Concrete Column in Tension force by STAAD Advance Concrete Design(STAAD RCDC) ?If it is possible please explain how?
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How to model concrete beam with a large square opening in Staad Pro?
I need to model a continuous concrete beam of depth 2m with large opening near midspan. The opening is placed eccentrically with respect to depth of the beam as shown in the fig. How to model this?
View ArticleTorsional behavior of a structure.
How i check the staad 3d model for torsional behavior. any body explain ??
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QUICK QUESTION REGARDING STAAD.PRO
Hi! I'm just wondering so for example for the given structural layout below-- say the length is 5170 mm--this is the length from the middle of the column to the other middle of the column. So it's...
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Effective length of anchors in RAM connections
Dear ,In RAM connections ,base plate type.I have entered the embedded length of the anchor by 220mm but in calculations the effective length = 233mm as in attached please advise me how can I calculate...
View ArticleSTAAD Foundation general questions
Some colleagues and myself were discussing STAAD Foundation and came up with some questions that we had on mat foundation jobs. When creating jobs, why does everything need to be at the same elevation?...
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RAM Concept - Wall Reaction Loads
I'm trying to understand why my wall reaction load for the east wall is so high compared to the south wall? I've run some basic hand calculations and my calculated reaction is about 7 time less than...
View ArticleWarning - Load case is divergent
Dears,Below shows divergent...... how could I fix it?Thank you. 4501. * RUN #1A - DIRECT ANALYSIS AND CODE CHECK (WITH P-DELTA) 4502. * 4503....
View ArticleStaad Pro
I am trying to analyze the steel structure frame which has 4 layers. I am trying to do it in 3D view and having trouble creating layers beneath the layers since the nodes and beams are inter-crossing...
View ArticleRAM Connection Vertical Bracing
Where is the option for "Additional Vertical Load" on the vertical brace member? This was previously an option and allowed the use of Case 2 of the Uniform Force Method to reduce shear demand on the...
View ArticleRAM Connection Seismic Provisions
When checking the Seismic Provisions option in a CBB Connection the demand in the results output is 0 for all brace-gusset, gusset-beam, and gusset-column interface limit state checks. Is there a...
View ArticleStop Repeating Loads in OpenSTAAD
Is there anyway to clear the STAAD model loads or prevent loads from repeating?I have the following code that runs when I click the button:objOpenSTAAD.Load.CreateNewPrimaryLoad "Wind & Ice X"For i...
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Illegal Framing Configuration - Cannot find error
I have "Illegal Framing Configuration or Missing Slab edge Detected" error but i cannot find or fix error. I have deleted and remodeled slab edge, walls & beam in this area. How do I determine the...
View ArticleSTAAD Pro SS6 - Composite Deck design example
I'm using STAAD Pro SS6 and my building has composite steel beams with a lightweight concrete deck. The building has a radial (curved) column grid so the beams are not at right angles to each other....
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Inconsistencies in deflection checks, DFF, unity ratios?
Hello,I'm working on a model and am having some issues with the deflection check. I've attached a picture. So as you can see from the picture, I have a unity ratio of 1.178 under Deflection Clause, in...
View ArticleReport Viewer Control Issue
I am receiving error messages when I attempt to open reports in RAM Frame Analysis. The first message (see 'Error Message 1' attached) states that the 'Report Viewer Control' has not been registered on...
View ArticleRam connection - Directly Welded W beam to HSS column
Hi - I am designing a moment connection between W beam to HSS column using direct weld. It seems like that Ram connection does not consider the workable flat of the HSS section, and assumes that the...
View ArticleMSTower Welded Connection
Hi,I am modelling a 3 faced tower which has horizontal and diagonal bracing members welded to the tower legs. When I run the non-linear analysis there are ineffective or buckled members. I checked the...
View ArticleWhats new in STAAD.Pro Advanced?
Hello everyone!!!SP( Staad.pro), SPA (Staad.pro Advanced), SPCE ( Staad.pro Connect edition)1. Is SPA & SPCE are same?2. Whats new in SPA compare to SP SS6?3. Is any additional country code, Extra...
View ArticleWhat is the difference between a plate loads, area and the surface loads?
I have got a structure with beams and columns with enclosed plates. Inside this structure there is gas with some pressure. I would like to add this pressure to the surfaces (plates) of the structure...
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