Ieff for composite sections controlled by deflection
0.75xIequiv is no longer the standard to reduce the moment of inertia for composite sections controlled by deflection. How is RAM SS accommodating this revision?Ref. AISC 360 15th Ed., Section Comm.-I3.2
View ArticleAnanysis not run of Staad pro
*** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA.The above problem can not solve. i inform to you all data is ok.So please help me now.
View ArticleAnanysis not run of Staad pro
*** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA.The above problem can not solve. i inform to you all data is ok.So please help me now.
View ArticleBeam-Grider Connection from 2 sides, sharing bolts
For beam-girder connection design, how do you prompt RAM for cases where there are beams on opposite sides of the girder that share the same bolts. i.e. clip angles on either same sharing bolts, with...
View ArticleBeams in Two-Way Slabs in Banded Direction
Is it acceptable based on ACI 318 18.1.3 to assign the column strip width of a beam in the banded direction of a two-way slab as "full width"? I've seen several recommendations that you should only...
View ArticleRam Connection
Dear FriendsIs it possible to design tapered built up section connections, like splice, shear, and moment connection.
View ArticleCONNECTION DESIGN FOR TAPERED BUILT UP SECTIONS
How to design various connections for Built up tapered variable depth sections in RAM connection, as per IS or other codes if possible.
View ArticleSeismic Loading
Can someone please give me the STAAD input text for seismic to UBC and to BS EN 1998 - I find the STAAD help editor difficult to follow.I am assuming that I will use CQC for the modal analysis, but...
View Articlei want to download limcon software by students but i can´t find it
i cant find the software limcon by students
View ArticleRAM Concept - Shear Wall Strip Footing Modelling
I'd like to explore the capabilities of RAM Concept in designing strip footings for shear walls. I've set up a 'mat foundation' model with area springs representing the soil stiffness. I've then...
View ArticleStaad Foundation V8.0.1.33 flexure moment calculations issue
(Please visit the site to view this file)unable to get similar results for different thicknesses, tried with 375mm, 400mm, 425 mm , for 375mm and 425mm they are ok, when trying with 400mm moments are...
View ArticleDynamic Analysis Equation
Can I extract Stiffenes Matrix Equation and Mass Matrix Equation from Model that I have made?
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RAM Foundation reinforcing question
I have a fairly small, lightly loaded foundation that Ram Foundation is saying needs an excessive amount of steel - unless I'm missing a reason why. ACI318-02, DL = 23.21k, LL = 22.99k, Lr = 4.26kIt is...
View ArticleHow to split a plate into 2?
I have got a plate which I would like to make it into two plates by splitting it. Is there a possible way to do this? Thanks.
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ISM problem with STAAD.PRO CONNECT EDITION
Hello It seems that I cannt make a repository file with staad.pro connect edition, Somebody knows what happens with this issue?It is appear this on screen...and then this..
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RAM ELEMENTS CONNECT EDITION CANNOT CREATE A ISM REPOSITORY
Hello, What Does it means cannot creata ism interface 6.0? Somebody known about it.
View ArticleFloor Load in Staad Pro
HiCan you please tell me what is YRANGE, XRANGE AND ZRANGE in defining floor load in staad. I want to know how we use floor load option.Thank you.
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Truss Connection
See below. Can these type of truss connections be done in Ram Connection? I haven't found a way. If so, how? Thanks
View ArticleHow to Model (2) columns bolted together.
Hello,I am currently modeling a large structure that consists of a large building column and a crane column being bolted together every 24" o.c.My question is how to properly model this situation in...
View ArticleHow can we cap maximum value of Ieff/Igross in RAM Concept?
How can we cap maximum value of Ieff/Igross in RAM Concept?
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