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steel Angle
For the steel angle section showed in attached picture, as compression member, around axis 1, it should consider slenderness radio. Does STAAD Pro consider it also? Could you explain the detail on...
View ArticleDifferent rz for angle between SELECTseries6 and SELECTseries5
I have run a simple steel frame problem using both SELECTseries6 and SELECTseries5. For a compression angle member (4x4x1/4), SELECTseries5 chose rz as 0.8. SELECTseries6 chose rz as 0.78 for the...
View ArticleConnection template
Hello,I have to check as built connection (end plate beam splice-flush) which is applied on number of joints. Can I make template and then apply it to all joints, so I can check it for all locations at...
View ArticleCompression Forces in Tension Only Members
Why is my result showing compression forces for Tension Only members? I am using REPEAT LOAD command instead of LOAD COMB.STAAD SPACESTART JOB INFORMATIONENGINEER DATE 07-Apr-17END JOB INFORMATIONINPUT...
View Articleskip live loading
Does the Ram program handle skip live loading (unbalanced live loading on beams) to get the max negative moment for continuous moment-framed beams?
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How can I minimize Reaction Fz and remove negative reaction (uplift) in node 27
Urgent !!!!Please see attached(Please visit the site to view this file).Thanks
View ArticleRAM connection group-table-items
What is the goal of defining new connection group-table-item in RAM/STAAD connection?After I define new connection, how can I apply this connection to the selected nodes?Regards,
View ArticleWare house Analysis error
DearsPlease help me to sort out this issue for solving the analysis error in this staad pro file of warehouse.It will be highly appreciable if some one can rectify the problem and post the revised...
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STAAD Seismic definition generation error
Hi,I am unable to generate seismic parameters in STAAD. I am using STAAD SS 6: 20.07.11.33
View ArticleSlabs Elevations in Ram
Ram Concept doesn't consider discontinuity between slabs with different elevations even if the slabs are 100% in different plans. this issue was never mentioned in the manual or even in previous...
View ArticleMatrix Band Minimization is not taking place.
While trying to analyse this file, the matrix band minimization is getting paused after Trial 32001 of 32433. I have attached the file along with this description. Please Help. (Please visit the site...
View ArticleHi everyone, can someone help me how to get rid of "density not provided....
PAGE NO. 1**************************************************** * * * STAAD.Pro V8i SELECTseries6 * * Version 20.07.11.33 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= APR 13, 2017 * *...
View ArticleRAM Basic connection modification
Dear Moderator,As I understood, basic group of RAM connections are predefined connections (from the tables) and smart connections are macro based. My question is, what happens if I change geometry of...
View ArticleSELECT VS SELECT OPTIMIZED: Different results
I am working on a steel frame and need to make it as light as possible. From what I have read here the SELECT OPTIMIZED command is the same as the SELECT command but it will reiterate the checking...
View ArticleMass Lumping for elevated water tank in Staad
Dear Sir(s)I am doing a Elevated Tank design in Staad. Now Indian IS 1893 Part II (seismic code) does give details on how to calculate the impulsive and convective (non inertia part of upper volume of...
View ArticleOpenSTAAD Function Questions
I've been working on an OpenSTAAD program to automatically generate a structure model based on a few dialog box inputs. It's nearly done, but I'm having trouble with one of the OpenSTAAD functions....
View ArticleRAM Concrete Analysis - Wall Meshing Error
While running concrete analysis in the RAM Concrete module I am getting an error that reads "Failed to Mesh Wall 20 - Story Label LEVEL 34". Currently my data checks in Modeler are error and warning...
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Rigid Zone Offsets: Cardinal Point Method vs. Rigid End Offset Method
Below is a couple of questions about modeling rigid zones:1) The beam-column joint in monolithic construction shall be represented as a stiff or rigid zone having horizontal dimensions equal to the...
View Articlerequest
sir I am a freash civil engineer, please give me a full design file of a RCC building according to ACI05 which is performed in STAADPro.
View ArticleDesign of 70 Storey Building
Dear All,I am designing a G+70 storey Residential Building (Bottom 4 floors as podium + 2 Floors Stilt + Remaining all floors for residential purpose)I have the following queries 1. Is STAAD-PRO (v8i)...
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