Seismic Values higher than what RAM calculates
We've got a soils report that uses site specific procedures to calculate the seismic values. It looks like RAM uses Chp. 12 from ASCE 7-10. What is the best way to increase the seismic to what the...
View Articlemodel a composite beam
I am trying to model a composite beam (steel beam + concrete slab).For this purpose I modeled my composite beam as a steel beam and plate elements.I applied then an offset distance 0.95 m to the steel...
View ArticleCold Formed Steel Warning Message
When analyzing certain AISI shapes with unstiffened flanges, i.e. ZU, or U, shapes, the steel code check generates a design warning stating "Crippling design not applicable when R/t ratio exceeds...
View ArticleElastic Modulus not entered but no entity in Missing Elasticity
I got an error, Elastic Modulus not entered but when I go to Missing Elasticity, no entity with missing Elasticity is found. Please help! I uploaded the...
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PLATE BENDING STRESS OUTPUT IN STAAD WINDOW- for Verifcation problem 2D...
for the verififcation problem - 2D Cantilever Beam End Deflection 2 , i cannot see the output in stadd window for the moment Mx mentioned in the help fileis this the table from where the moment @...
View ArticleCalculation sheet is not available as design has failed.
I TRY TO USE STAAD FOUNDATION BUT ALWAYS SAID THAT Calculation sheet is not available as design has failed.WHAT SHOULD I DO? communities.bentley.com/.../workshop-final44444444444444444.std
View Articleinfill wall question in staad
Hello ,If i want to apply infill wall in staad then how can i apply that ? as strut in compression or plate member ?
View ArticleWhy is it that I can't display the graph of my Response Spectrum result?
Why is it that I can't display the graph of my Response Spectrum result?
View ArticleWARNING IN STAAD - Instability at joints
communities.bentley.com/.../ProjectG28th.stdI could not figure out why STAAD gives ***WARNING - Instability at Joint
View ArticleLimcon steel pipe column to W beam moment connection availability
Hi,Does Limcon is having steel circular column to W or I beam moment connection available as per AISC 360?Regards,Mahesh
View Article**ERROR** ELASTIC MODULUS (E) NOT ENTERED FOR MEMBER/ELEMENT/SOLID NO....
Dear Sir/Madam,I am trying to design and analyse an elevated Structure model of which is attached herewith.Although I have assigned all material property i am getting the error " **ERROR** ELASTIC...
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Staad Pro connect edition update3 does not open
hiSimply I can’t open Staad Pro .. It shuts down every time I run it ..the last message I get is “ loading assembles. telerik.windows.documents.formatproviders.xaml”.. then it suddenly shuts off.....
View ArticleRam Bentley
Hi, Can i design cantilever Retaining Wall using Ram Bentley and do you have any sample? thanks in advance
View ArticleAll Member HSS Joint
I am trying to analyze a joint made of all HSS members; HSS8x8 column, HSS16x8 Beam, and HSS6x6 braces above and below. Can RAM connection create this joint with all members from property library?...
View ArticleStaad Design fail at Column - ram connection
hi,For my Steel column, i need to use other column but that fails, can the ram connection for staad pro v8i can help?Like.. if i use ram connection, will my column will pass?can anyone help me?thank...
View Article*** WARNING: NEITHER "MASS" NOR "GRAVITY" REFERENCE LOADTYPE IS PRESENT. and...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 16-Feb-19END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 4.7 0 0; 3 9.4 0 0; 5 19.3 0 0; 6 24.1 0 0; 7 30.5 0 0; 8 37.8 0 0;9...
View ArticleWarning in staad.pro analysis
Dear Sirs/Ma'am,After I run my analysis in staad.pro there is warning **WARNING- TD or TB IS ZERO IN USER TABLE= 1 for the L concrete column section which I created in user table. Can I ignore this...
View ArticleRAM Connection - Bolt Columns in BCF connection
It does not let me have more than one column of bolts in a single plate type of connection. Any thoughts?Thanks
View ArticleRAM Concept - column reactions: definition of forces and moments
The column reactions tables list values for Fr, Fs, Fz, Mr, and Ms. I assume these are based on column local axis of r, s, and z, but I cannot find anything in the manual that shows the relation of...
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