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
Hello Sir
RCDC is designed and Detailed all the slab one by one but I want to detail all Top and Bottom Reinforcement of the two-way slab once, what should I do.
Applies To
Product(s):
RAM Elements
Version(s):
All
Area:
Design; Analysis
RAM Elements - Member Deflections
In RAM Elements, member deflections are calculated from the finite element results. Internally…
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…
Hello, I´m designing two small guardhouses in STAAD.Pro V8i SS5, both are RC structures with slab foundations, they are almost equal in principal geometry, loading and sections, the only thing that changes considerably from one model to the other is the…
I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…
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?
The session “ Increase Your Digital Productivity with STAAD.Pro CONNECT Edition ” was conducted on 6th Dec 2018 at the Digital Advancement Academy, Pune, India to demonstrate the improvements to modeling, analysis and post-processing, along with design…
Product(s):
CulvertMaster
Version(s):
All
Area:
Modeling
Problem
What is the difference between the different worksheet types, "Quick Culvert Calculator", "Analysis" and "Design"?
Solution
"Quick culvert calculator…
i created a model in different BIM software like Revit,robot structure analysis , Bentley staadpro, aecosim etc..the model is verified and analysed but the ifc file exported from these software doesnt contain analysis data, loading,bending,moments data…
Applies To
Product(s):
RAM Concept
Version(s):
Various
Area:
Analysis; Design
Overview
There are two types of cross section trimming in RAM Concept: Single Cross Section Trimming and Inter Cross Section…
Applies To
Product(s):
RAM Concept
Version(s):
Various
Area:
Modeling; Analysis; Design
Overview
The purpose of this tech note is to outline the process of defining manual strip boundaries for design strips…
Applies To
Product(s):
RAM Concept
Version(s):
Any
Area:
Modeling; Analysis; Design
When I click the generate spans tool nothing happen, why?
The General Spans tool tries to connect the supports together…
Applies To
Product(s):
RAM Concept
Version(s):
Various
Area:
Modeling; Analysis; Design
Overview
The purpose of this tech note it to aid users in defining design strips and understanding the layout of…
Applies To
Product(s):
RAM Concept
Version(s):
Any
Environment:
N/A
Area:
Analysis, Design
Torsion and Section Analysis
The net torsion moment in a cross section consists of two components…
Hi,
I'm having some issues with analysis result and design parameters in RAM elements.
1) In my model, I've applied load on a strong axis but the analysis result is showing a moment in both major and minor axis. I was expecting only moment in the…