Hi, While performing anchor bolt design (Pinned type) through RAM connection V13 update 1, shear check of anchor bolt is showing as safe and loads are not considered correctly for the same when shear values entered under force type "V3". Once shear…

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…

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, The moment in my frame does not seem to be correctly transferring to the fixed ends of the steel beams. All of the moment connections are set to a fixity of "XXX" and are lateral members. The ends do have moment values but seem to be way smaller…

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

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Does RAM always consider the Base plate to be subjected to moment (uniaxial or biaxial)? Is there no option to specify that the Base plate is subjected to only concentric compressive axial loads? The design thickness seems to consistently fail for a 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…

Hi, I have designed my steel frame with wall bearing system with some internal steel columns, with beams and girders supporting a composite roof slab. I built the model in RAM structural System and after making sure i got the beams and columns designed…

Hi everyone, I just wanted to point out how complicated it has become for me the use of Bentley Engineering softwares regarding the quantity of different solutions for different tasks and for the same tasks. I currently have the Enterprise license…

How do I change Mton/Cm to Kn/m

dear sir, i didnt know where to fix my fixed support to get the support reactions and wherever i try to fix it shows that shear and moment are zero and also the valuaes of the static results are different from the original support analysed report notes…

How to activate the special concrete wall feature in Ram E.? How to add special boundary and end flanges to a concrete wall in RAM Concrete? Regards.. Hazim

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

I am designing gusset plate connections from a model I brought in from RAM SS. The frame from the model has bracing with and angle of ~75 degrees. As I understand, RAM Connect will not allow me to design the connection with bracing above 70 degrees. Is…

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?