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…
Good Afternoon,
My computer updated RAM to the latest software version 17.03.00 285 SES overnight, and my model went from no beam design errors to 1500 deflection errors. Upon investigation I discovered that this is happening because RAM seems to…
I have used the concrete functions in RAM SS for lateral design, I know that the columns designated as 'Lateral' will use the RAM Frame loads for design (when checked off) for design checks. I am now using RAM SS for a steel structure, and noticed notes…
when i add node in continuous beam they result are changed in analysis and design i get different utilization ratio.
without node beam are failed and by add node beam became passed .why ?
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…
Applies To
Product:
RAM SBeam
First Affected Version:
5.02 (with RAM SS 17.02.00.130)
Found in Version:
5.02 (17.02.00.130)
Released in Version:
7.00.00.111
Area:
Design, Installation
…
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,
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…
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?
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?
Applies To
Product:
RAM Foundation
First Affected Version:
15.04.00
Found in Version:
15.05.00
Fixed and Released in Version:
15.11.*
Area:
Design
Issue #:
721210
Problem…
Product(s):
RAM Structural System; Ram Frame
Version(s):
Any
Area:
Analysis; Design
P-Delta in RAM Frame
General
A general second-order elastic analysis requires consideration of effects caused by displacements…
Applies To
Product:
RAM Concrete
First Affected Version:
Found in Version:
14.07.01
Fixed in Version:
Area:
Design
Issue #:
668535
Problem Description
Shear design of…
Applies To
Product:
RAM Concrete
First Affected Version:
Found in Version:
15.05.00
Fixed in Version:
Area:
Design
Issue #:
719833
Problem Description
In some cases…
Applies To
Product:
RAM Concrete
First Affected Version:
Found in Version:
15.05.00
Fixed in Version:
Area:
Design
Issue #:
719403
Problem Description
ACI 318-14 Section…
Applies To
Product:
RAM Concrete
First Affected Version:
Found in Version:
15.01.00
Fixed in Version:
15.05.00
Area:
Design
Issue #:
434924
Problem Description
User…