STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…

Hi, Based on NBCC 2015 4.1.8.11 4) single storey buildings with steel or wood deck as diaphragms can have a higher fundamental period compared to 4.1.8.11 3) as seen in the snap below. However, in the current RAM frame the Ta is only based on clause…

How to give the design parameter of Lx(lateral torsional buckling) For column member. In my case, The column height is 12m, Minor axis direction tied at each 3m. But major axis direction not tied. What is the Lx parameter value?

Like it says above, design of beams takes at least 20 minutes every time. But if i jump onto another computer and run the same model, it takes 8 seconds. I'm running a AMD Radeon RX 5700 XT. I've updated my drivers, and changed monitors to no avail. Does…

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…

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?

Hello Everyone How can I reduce the development length bars in the beam (Figure 1-1), I'm running to get a result like this beam (figure 2-1) Figure 1-1 Figure 2-1

How do I change Mton/Cm to Kn/m

During beam design, it tells me I have an illegal framing error on beam 46. See layout below. I don't know which slab opening it doesn't like, but I also don't know a better way to draw them. One end of 46 is held by a small cantilever. On a related note…

For some reason I am not able to view any of the RAM files. I'm getting this window. RAM SS is the latest version. Can someone please help me out with this?

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

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

Hola; Necesito saber si es posible generar barras según las define el reglamento CIRSOC 301, como Itipo Grupo IV y Grupo V en RAM, como se ven en la imagen del link. https://www.google.com.ar/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&ved=2ahUKEwjp8…

Does RAM modeler and element support the National Building Canadian Code 2015?

Hi all. I am using Ram to do gravity design and try to assign deck. However, I can assign deck to all the floors except one of them which has the same structural layout as others. I am sure that there is no deck assigned. Also Tried to delete the deck…

While designing connections with Eurocode, does RAM connection consider checks for lamellar tearing?

THIS PROPERTY ONLY.... I WANT TO USE IN MY STAAD MODEL.... HOW TO USE THIS AS A COLDFORMED STEEL (AMERICAN)

Actually i used user provided table for american cold formed steel. after assigning the properties This error is coming. Dono how to solve it. Can u help me ( Cannot generate load for command S1 Gx towarsd29) And one more thing how to add new section…

In Ram Concept (ACI318-11) Do I have to consider Bottom Reinforcement which comes out of (18.8.2,18.9.3.2) from Bottom Reinforcement Plan in uncracked (Class U) bonded tendons two-way slab system in ACI318-11, as according to my understanding to ACI318…

Hello, I created a model in 3D and was having no issues with it, until I "save as" ed the file to a different name. Now when I try to "design all" members the program force-closes, and when I try to design walls in the concrete module, I get an error…

Hey, Can anyone please tell me what load combination does RAM SS use to determine deflections? Is it DL+LL or 1.2DL +1.6LL? Also, where can I check that ? Thank you

How shall we assign the unbraced length of lateral columns in a building with a mix of lateral and gravity columns supporting a flat slab? The building does have shear walls as well as a part of MWFRS. I know for gravity columns, it will be safe to…