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RE: How to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
Hi Pramit,From STAAD.Pro Technical Reference Manual you can find the primary design guidelines.However, we are preparing detailed verification example and will provide you the link of the same...
View ArticleRE: Problem with Bentley SELECT SERIES 4 AND SELECT SERIES 5
can you please send us the model?
View ArticleRE: CLEAR COVER
I using both mode but results not matches. with same clear cover with same other input.
View ArticleRE: How to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
Thank you Rajat. I appreciate your effort in preparing detailed verification example which will definitely help large pool of STAAD.Pro users and working professionals.Waiting for verification example.
View ArticleBentley Service Request 7000457839
i sent service tickets about staad pro from 13 days agoand no one contacted or reply to me yet!!!is it acceptable?.
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Double Nodes in Staad Pro
HI,I would like to ask question regarding the appearance of double nodes in Staad Pro.When I convert a structure from AutoCAD Structural Detailing to Staad Pro the node's number were shown in double...
View ArticleRE: Joint weight
My Question is that. If I use the reaction at each of the joint as Joint Load /Weight, will it gives excessive output in the design etc.
View ArticleJoint weight
STAAD SPACESTART JOB INFORMATIONJOB NAME ENGINEER DATE 08-March-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES5 0 3 0; 6 4.5 3 0; 7 9 3 0; 9 0 6 0; 10 4.5 6 0; 11 9 6 0; 12 13.5 6...
View ArticleSTAADPro Analysis output on steel design(IS 800 LSD) shows some error in...
I am presently using SS4(20.7.9.20) for my analysis. The output for shear capacity of the section will be shown as(1)For major axis bending ZZ (2) For Minor axis bending YYBut in the latest revision...
View ArticleSTAAD Problematic : linking DOF nodes
Hi !I would like to constraint nodes in order to have the same displacement of these nodes along 1 DOF (Tx for example) (without applying imposed displacement because these nodes are not loaded)....
View ArticleRE: VIEWING OF UPT SECTIONS IN STAAD PRO
Section Composer? This is a product by LARSA. I'm confused. What are you all talking about?
View ArticleRE: Problem with Bentley SELECT SERIES 4 AND SELECT SERIES 5
Yes, sure. Attached please find the STAAD file and two different results. Thanks and Regards, Samrat Dutta.
View ArticleRE: VIEWING OF UPT SECTIONS IN STAAD PRO
We were planning to replace Section Wizard with a new tool called Section Composer but there has been a change in that. We are instead revamping Section Wizard and addressing the issues, like the one...
View ArticleVIEWING OF UPT SECTIONS IN STAAD PRO
Dear Sir, I have defined a user section using free sketch (with 3 webs). However, if i need to change the beta angle and view the section. In staad I am just seeing a simple line, unlike the other...
View ArticleRE: footing slab on piles modelling using Ram Concept
According to the program manual, for one-way slabs, two-way slabs or beams, the program checks AS 3600-2009 section 8.1.6 and 9.4.3.2. If you turn on "Controlling Criteria" through visible objects in...
View ArticleRE: Double Nodes in Staad Pro
Can you please upload the resulting STAAD input file (.std file) to have a look?
View ArticleSTAAD Foundation Advanced - Isolated Footing Design - Pedestal Design
I'm trying to design an isolated foundation in STAAD Foundation. I would like to design the pedestal, which I have designated in the foundation plan, pedestal and anchor bolt section of the Main...
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