Hi, I am modelling a beam with a change of deck along the length of the beam (half of the beam has a W2+3.5" verco deck, and the other half has a W2+2" deck). I read this response: Effects of Changing Deck Type - RAM | STAAD | ADINA Wiki - RAM | STAAD…

STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 0 5 0; 4 10 5 0; 5 0 0 10; 6 10 0 10; 7 0 5 10; 8 10 5 10; 9 1.66667 5 0; 10 3.33333 5 0; 11 5 5 0; 12 6…

Hi My understanding is that RAM SS does not analyze load combinations, instead, individual load cases are analyzed and then combined. I am analyzing a nonsymmetric structure and I want to include seismic load in two opposite directions. I think Ram…

I am attempting to assign and design gusset plate connections using Ram connection using data from a RSS model. When trying to assign a connection detail to a joint the error The joint composed by node "171" and members "120, 886" is not valid "Column…

I receive an error message "Polygon intersection algorithm failed for the following input polygons:...." when I open RAM Frame. Once I click "OK", the RAM Frame module closes. I don't understand why I'm receiving this error. The only change I made in…

Hello Everyone Please share with me the tutorials about a combined footings

Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…

Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?

How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?

Hello, I received this message when I went to import my RAM Frame analysis to RAM Connection. I noticed that my load combinations did not appear in RAM Connection, and I was puzzled why. I found that I could generate my loads, but my base plate design…

warehouse.zip wind calculation also in that folder.... try to fix this probem guys

We are following ASCE 7, AISC 360, and the Direct Analysis Method in the RAM Structural System to analyze a building with direct analysis method. In step 6, it mentioned "As stated previously, it is generally felt that the building period used in…

I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar

I am attempting to use the Joint Code check functionality of RAM Frame, and am a bit confused about implemenation, so any help would be appreciated. From my readings of the Frame anlysis, and steel post-processor manuals/technical manuals, I though…

All, I am looking for some guidance, when determining the lambda critical value for a structure within RAM Frame, does the programme do anything with this? In particular, if the lambda critical value is less than 10, but greater than 4, does the…