Does RAM concept factor the transfer loads for "rule set design->strength design"? and where can I view what factors it uses for this? Thanks
Does RAM concept factor the transfer loads for "rule set design->strength design"? and where can I view what factors it uses for this? Thanks
Are Superimposed Dead Loads added to the Mass?
Are superimposed dead loads applied in the forms of line, area, and point loads added to the mass in RAM Frame automatically or does the user need to add the dead load into the "Dead Load" AND "Mass Dead Load" dialog?
The following links only describe…
Connection design from Staad loads
Hello,
Is there any facility in Staad to know all the algebraic sum of loads at a node for manua l designing of that connection?
RE: Loads
Check this issue first: Missing or incorrect loads on perimeter beams
Happens to members in the outer bay when the slab edge slightly diverges from the perimeter framing.
RE: Gravity Load computation error. Check gravity loads on slab decks
Karl found that the surface load polygon selected below on L1 is causing the problem. I think there is a snap issue with the slab edge or a deck nearby. If I delete it, then the model runs in RAM Concrete.
RE: RAM SS 1-way vs 2-way concrete slabs
The reason we caution against hybrid decks is that once any portion of the diaphragm is 2-way, the whole thing has to get meshed. If you are using a semi-rigid diaphragm anyway, that not an issue since it being meshed already. RAMSS Two Way Decks
The…
error finish command in load data
I am getting this error again and again , inspite of having done perform analysis. can someone please help me what can be possible reason for this error.
How to Assign wind load for Glass Glazing structures
I have designed the 2d model with External Elevation and i used tublar steel section (in site im using MS Tube to hold the glass ) for Mullions and Transoms instead of columns and Beams.Then i give self wt as 1,Dead load(Glass Load) =Height of glass*…
RE: Multiple Live Loads
In Ram Modeler the live loads are either part of the main live load case (reducible, unreducible and storage type loads) or part of the roof live case (roof or snow) only. You can't force the program into having more distinct live load cases.
Wind loads…
Facing Problem Regarding the Anylises of the industrial shed.
Sir i watch your lecture on you tube. I have some problem regarding my project.
I am working on some project in staad pro which was actually designed and drafted by structural Engineer .
The project is the design of industrial shed. I am considering…
RAM SS Joist Load Variation
I'm receiving a design warning on a number of my joists: "Joist # on Roof: Type ahs changed since it was saved. User Size will be cleared."
I suspect that the loads on the particular joists that this warning is occuring are beyond the allowable load…
RE: Lateral Frame Design on a Building on a Radius
Program generated wind and seismic loads are generated based on the global X and Y axes. While some angled loads are also applied to take care of things like seismic orthogonal effects or wind eccentricity, there is not a simple override to change the…
RE: Import User Defined Story Forces into RAM Frame?
Once you start a new user defined story force the tale of values (force, angle location) is a table that can be copied or pasted over, so if you have that data in a spreadsheet you can quickly paste the data into Ram Frame quickly. You just can't use…
RE: RAM gravity load verification
Check this wiki: communities.bentley.com/.../18040.missing-or-incorrect-loads-on-perimeter-beams If that's not the answer (some edge loads lost), then upload the file using the Secure File Upload Link below left.
Another tip is to make all columns lateral…
Undergraduate modeling 5 story structure in RAM Structural System
Hello all,
I'm an undergraduate modeling a 5 story building in RAM Structural System for a structure class. I have several basic issues:
1. Load inputs: Snow = 30 psf, LL = 100 psf, DL = 3000 kips
QUESTION: Do I differ the loading between Floors…
RE: RAM SS - Transfer loads are not transferred to RAM Concept
I have seen this once before. The problem is the yellow model status light for the Ram Frame analysis.
This can happen if the steel beam or steel column design is skipped because the program thinks some of the member self-weights might be missing…
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Register and Join us online for our monthly STAAD.Pro Insider Skills seminar.
Event: STAAD Insider Skills – Special Interest Group
When: Friday's @ 1pm eastern / Noon central…
Ram Modeler - Loads
Can you point, area and line loads at the same time? If so, how?
Can you move a line load or a series of point loads?
Thanks!
RAM Advanse load combination .rag files
Hello,
I have to do a check on a structure that is being built in Canada using RAM Advanse. I know that RAM Advanse has automatically generated load combinations for IBC, ASCE7, etc. Does anyone have or know where to find a .rag generator file…