RAM Concept through RAM SS
I understand the workflow for concrete columns, but when designing concrete walls through RAM Concrete module, are the gravity loads pulled from a RAM Concept analysis (if present) or the RAM Concrete...
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Modeling 8 node solid element in Staadpro
I tried to model a concrete block using solid element (to simulate a pile cap). However, the block does not seem to look right in Staad. I numbered the nodes sequentially in one direction for the...
View ArticleDifferential Settlement
I need to consider column shortening effects on the transfer slab of a highrise building.What's the best way to model differential settlement of supports in a PT slab?
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Member release
Beam 1,2,3 and 4 are welded connection At joint 35,36,37 and 38. is it need to give support at that joint?because of the load at cantilever end, there is high displacement.STAAD SPACESTART JOB...
View ArticleSir I am getting Error Message saying section fails please fix it and upload...
communities.bentley.com/.../4885.ak.std
View ArticleEurocode design paramater GST
Am using staad pro v8i ss4, I need to design a 'I' beam which is having side plates that is equal to flange thickness of 'I' beam. In eurocode design there is parameter called GST. Is it correct to...
View ArticlePlate Results Clarification in Staad Connect
I have upgraded to Staad Connect from V8i, and am trying to find the same output options that I had been using previously. V8i provides a results along a line option that I had been relying heavily to...
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RAM Masonry Wall Module - Two Layers of Vertical Reinforcement, One Layer of...
Hi,I am doing an analysis on an existing masonry wall where an opening will be created. The wall is 12" thick and has (2) vertical bars (1 each face) but only (1) horizontal bar (centered). In the...
View ArticleSlab / Element Steel Area
Hi.I want to desgin a slab / element, but in the concrete design results it give steel areas for Top / Bottom in longitudinal and transversal directions, but it adds another top and bottom lines. For...
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Exporting Loads from RAM Structural System to RAM Concept
When exporting loads from RAM Structural system to RAM Concept, I receive this error as RAM starts up.After clicking 'ok' and proceeding past this error - it appears that the only transfer loads...
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HOW TO MAKE AN ELLIPSE SECTION
To Whom it may concern,Hi I'm currently analyzing a Lattice Beam there are three components of the lattice beam namely the Main Chord (Top & Bottom Chords), The Struts and the diagonals, Lay outing...
View ArticleStatic check for chimney simple model
I make an simple model for chimney structure with round section as per attached and run with perform analysis.static check for lateral loads as per load 3 & 4 make difference between load and...
View ArticleSTAAD DESIGN ISSUE FOR ANGLE BRACE
WHY STAAD pro uses higher kl/r than what I defined? and causing higher stresses in the brace compared with hand calculations. I modeled X-braces of same angle section, length and k defined = 0.5....
View ArticleRC-Standalone DXF...
In RAM Connection Standalone program, under DXF graphic display, there are some indicators marked with numbers and circles.Are there any matching properties (to those indicators) somewhere we can find?
View ArticleLoad History Deflection
Hey all, I am checking the load history deflection for a concrete elevated slab at Initial Service Design i.e Self Dead + Balance Loading @ 0 days (time of stressing). How do I make sure that Ram is...
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How to model a steel deck slab but with a rectangular RC beam, instead of...
Hi,I have a project where I need to model a steel deck slab (as shown in the image below) for the 2nd floor of a residential building.But instead of steel beam, a rectangular RC beam will be used....
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Validating Torsion Check to Hand Calcs - Design Guide 9
Hello,I wanted to validate the torsion check STAAD Pro calculates. To do so, I made a simple model with 30kNm of torsion applied to a 150x6SHS spanning 3m fixed at both ends.Doing a simple check for...
View Articledrawing shows section fails
my staad file shows section is inadequate. Please help me to solve the error and explain what is the mistake that i made.communities.bentley.com/.../2335.Str1.std
View ArticleImport geometry
Is it possible to import simple skeleton files (with lines only) into STAAD Pro from CREO? I've already failed to perform a proper import using the dxf and .step file formats. The .dxf format brought...
View ArticleOverstressed Plate Girder
Hello - I am working on a RR bridge (91' simple span) with deep thru girders (82" depth X 1" thick web and 28" X 3" flanges Fy = 50ksi). After building the model with STAAD pro V8i SS6, I found that...
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