RAM Concept Point Load Distribution For Slab Analysis
Hello,I wanted to check what method does RAM Concept use to distribute point loads when analyzing slabs? I'm comparing analysis results to hand calculations and the resulting moments from RAM Concept...
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Pseudo Flexible Diaphragm Analysis
Hi all,If we intend to do a flexible diaphragm by using RAM Pseudo Flexible option, in the Dynamic tab for assigning the tribs,:Are the effective % trib for each frame just affects the seismic masses...
View ArticleWARNING: THE VALUE OF FYMAIN FOR ELEMENT 103 DOES NOT SEEM RIGHT. showing...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 06-Feb-20END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES2 7.80002 0 0; 3 8.75002 0 0; 5 7.80002 0 3.70001; 6 8.75002 0 3.70001;8 7.80002...
View ArticleProblem in Earthquake assignment
I am using STAAD Pro Connect Addition V22, i'm facing problem when I am applying earthquake definition window not appeared since last few months. I uninstall and reinstall program 2-3 times but it...
View ArticleReference Load in STAAD Pro
(1) I define reference load in reference load definition likeLOAD R1 LOADTYPE Dead TITLE R1 DLSELFWEIGHT Y -1MEMBER LOAD145 146 149 153 156 158 TO 161 163 TO 165 169 TO 171 173 174 179 183 TO 185 -204...
View ArticleRCC Design With RCDC
(1) I analysed a framed structure model in STAAD Pro with EQ X, EQ Z, Dead Load and Live load as primary loads and used repeat load instead of Load combination and analysed with P Delta analysis.Now I...
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RAM Steel Beam - design error
When we run "Design All" on Ram Steel beam it tells us W24x68 works with a 0.906 IR for the beam with joist girders framing inBut when we use View Update we get a different story.And after clicking...
View ArticleDifferent results between two models.
Hello, I am currently working on a building slab, I have modeled it with two different methods, one with all beams and plates objects and another with only beams using floor load command. The Y total...
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Very weak rotational spring
Hello,When running the lateral analysis on my model, I receive the following notes in the analysis log at several locations: "Very weak rotational spring defined at Node (#) for stability". The base...
View ArticleRAM Concept - Reinforcing Demand
Hello,I am using concept to analyze a concrete slab. I am finding the reinforcing to be very impractical. there are many regions of small lengths and tight spacing. How do I make sense of this?...
View ArticleRAM DataAccess - Extract Max Absolute Unfactored Beam Moment for Load Case
HiI am trying to develop a script in VBA that will pull the maximum absolute bending moment value of a beam (gravity & lateral) for unfactored dead and live load cases. The only functions that I...
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Staad Pro SS6 - Toolbars locations reset
Hello Please see attached image. Staad Pro toolbars locations have been reset in my system and I am unable to fix this issue. Requesting guidance to resolve this problem. Thank you.
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How to change the print paper size in Ram Concept?
Is there a way to change the print paper size in Ram Concept? I am wanting to print a certain plan in my Concept model to a large PDF file (such as an Arch E size sheet - 36x48) so the entire model...
View ArticleConcrete Wall Module - Vertical Loads are not being applied
I'm working in the RAM Elements Concrete Wall Module, and have applied a variety of loads (vertical DL & LL, in-plane W, out-of-plane W). However, once analysis is run, the axial diagrams and...
View ArticleUse of Design parameters UNR & UNL
How to use design parameters UNR & UNL in design. For what type of members are these parameters applicable?
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How to apply the wind load in the partial member?
HeyThere are some cases, where the wind load should be applied in the partial length pf member.Such as ASCE-7-10When wind denifitions are carried out, the wind loads can be either apply in the whole...
View ArticleSEISMIC MASS DO NOT MATCH TOTAL DEADLOAD ON REACTION
Good Day! Please help. As I run the analysis , the SEISMIC MASS result do not match the total deadload in the reaction. What to do? Please help :((( 1. STAAD SPACE 2. START JOB INFORMATION 3. ENGINEER...
View Articlecan,t able to generate floor load under below model.
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 06-Feb-20END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES2 7.80002 0 0; 3 8.75002 0 0; 5 7.80002 0 3.70001; 6 8.75002 0 3.70001;8 7.80002...
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