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RE: Error on load calculation_BS5400
Please follow the instruction as shown in the picture:
View ArticleError on load calculation_BS5400
Hi All, anybody can explain, why this error is coming while generating the load calculation. regards, Prince
View ArticleRE: Box section Modelling
If you are talking about STAAD.Pro, then you may model that by using plate elements.
View ArticleRE: Box section Modelling
THANK YOU FOR YOUR REPLYbut how can i add a plate element as a stiffener plate inside a box section if i am using define tube property for the tube box section.
View ArticleRE: Box section Modelling
My advice would be to model the box section from plate elements as well. Maybe some other forum members will have better suggestions.
View ArticleRE: Change display unit in STAAD.Pro output viewer/post processing report
If your intention is to obtain results such as stresses in the Beam-Stresses page or Plate-Contour page in Newton and METER units, N/m2 is already available as one of the choices under View - Options -...
View ArticleBox section Modelling
hello friendsanyone knows how to model a box section( 900x200mm ) with internal cross stiffener plate (10/12mm ) which is vertically placed at a regular intervals (say 1 m or 1.5 m c/c ). what about...
View ArticleRE: STEEL DESIGN
Its really great to browse it...I was also facing the same but now it seems that would be cleaned. Thanks!
View ArticleSTEEL DESIGN
Sir,How to model a member with STAR ANGLE? i.e using 2 equal angles placed diagonally spaced at 6 to 10mm. How to create in User table?I got an error message as follows:***WARNING - INSTABILITY AT...
View ArticleLift Analysis
Hi,Please see attached a model of simple lift frame. I am trying to carryout a lift analysis for two-point lift case. I have applied a prescribed displacement of 10mm to joint 2 and 3 so that during...
View ArticleRE: Seismic Analysis
Generally you should include sufficient number of modes to get mass participation over 90%. You can then add the MIS option in STAAD to account for the static effect due to the rigid modes. STAAD...
View ArticleSeismic Analysis
HiI am wondering if someone could please advise on the issue of seismic analysis.Issue1: If during natural frequency analysis mass participation is such that a huge number of modes to be taken into...
View ArticleSTATIC AND DYNAMIC ANALYSIS OF STRUCTURE
Please share a realistic example of seismic analysis using STATIC and DYNAMIC inputs in a single run and explain why the said model is now ready for design (like the mass participation ratio in dynamic...
View ArticleRE: STATIC AND DYNAMIC ANALYSIS OF STRUCTURE
Please refer to the attached model. In this model, static seismic and Response Spectrum load cases are there. Sufficient modes are considered to get more than 90% mass participation. IS:1893 code has...
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RE: [STAAD.Pro] topmost beams and ceiling joists
If the joist is just resting on the beam and transfers loads only along the vertical direction, define a master-slave connection at each such resting point between the joist node and the beam node and...
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