Quantcast
Browsing all 16762 articles
Browse latest View live

Image may be NSFW.
Clik here to view.

Eurocode load macro not working

Hallo everyone.When I try to use the Eurocode load macro, it stops immediately and shows the window below.It seems that nVariableCombs is not set.Can anyone help please?

View Article


Member truss Element fails in combined check- Select Series 5

Hello,We are working on a Structural Steel platform project. We have modeled an Angle Element as a bracing to the column and assigned its specification as "Truss Element" . Meaning it shall only take...

View Article


Loads

In RAM Structural System, the distributed loads applied to the roof deck are not being distributed to one of the beams below.  Does anyone have an idea why that might be happening?

View Article

Minimize, maximize and close windows icons not adjusted in STAAD pro for...

I recently upgrade my system to Windows 10, I am facing an issue that not exist when I was using Windows 7. in STAAD pro when I click on minimize it reacts like I clicked on the maximize, if click on...

View Article

Ram Structural Systems - Foundation Design Code

Ram Structural Systems - Does the latest version still have ACI 318-08 as the most current ACI code for Foundation Design Criteria?

View Article


Is it possible to perform Dynamic analysis of Elevated Water Tank?

Hey, I am trying to perform dynamic analysis of an Intze type water tank. Things to be considered for dynamic analysis is the sloshing impact and sloshing wave height where a certain portion of mass...

View Article

Can you design 80ksi reinforcement in the RAM elements tiltup wall module?

Question in title.

View Article

Spectrum Load Case, Base pressure

Hi,I modeled a PLATE MAT  foundation using plates, Option Y, and the subgrade module.I am using various load cases including earthquake (Spectrum Load Case).However I found a contradiction when looking...

View Article


Deflection of a concrete beam as per ACI

Hi,Could you please tell me does the Staad calculates maximum deflection of a concrete beam using the effective moment of inertia provided in ACI code?Thank you

View Article


Warning message-"The member is not a Truss member"

Hello Everyone,I have analyzed and designed overhead transmission tower by IS 802 code. I am getting a warning message that " The member is not a Truss member" The member has been designed considering...

View Article

STAAD.Beava

Is there a current technical reference manual for the latest version of the STAAD.Beava add-on mudule?

View Article

STAAD.Beava

when using design code AASHTO LRFD, can you modify the design vehicle to a user defined vehicle and not HS20-44?

View Article

'Linked' Microstran Model

Hi there,I am trying to model a steel portal frame. It is 3 bays high and 2 bays wide.On-site the beams are going to have a moment end plate connection to the columns and the columns will be a...

View Article


Assigning a roller at the intermediate support .

Hi,I am trying to analyse a structure which has 2 spans(for eg.) of 3m each,The structure is shown in the attached image. I would like to know how to provide specification to behave the joint of mid...

View Article

Is this Truss structure been analysed correctly, please comment on the member...

Please find the truss shed file attached for the considerationas per the requirements and to remove instabilities and excessive deflection I have put redundant bracing and supports made fixed and some...

View Article


STAAD.Beava

I have a 3D model of an arch bridge with over 19,400 nodes and over 18,000 plates.  I want to run the STAAD.Beava Influence Surface Generator.  I created the deck but when I go to run the Influence...

View Article

Image may be NSFW.
Clik here to view.

Ram elements - optimization error

I am getting error below when using optimization option in Ram elements (Ctrl +F9).My current ram version is 13.5.0.224Is there a fix for this error? 

View Article


Image may be NSFW.
Clik here to view.

Staad Pro: Stop @ form connectivity and ANL is becoming huge ???

AllStaad Pro stopped when forming connectivity.  Anyone can help explain what is possible problem?  I did check my structure and the structure shall be stable and connected.Thanks a lot.Bruce

View Article

DIFFERENCE BETWEEN CRITERIA OF WEB THICKNESS TO DEPTH RATIO OF AISC 89 & 2005

Dear Sir,Please clarify the criteria of web thickness and  depth ratio of plate girder in staad.pro according to code AISC 89 or 2005.

View Article

Where can I find the latest Verification Manual for Staad.Pro v8i (ss6)?

For a structural auditing, the auditor is asking for the latest Verification Manual for STAAD.Pro v8i (select series 6) - specifically for EC3.Can someone help find it? 

View Article
Browsing all 16762 articles
Browse latest View live