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COLUMN CAP CONNECTION DESIGN
zeeshan haider
Moment at end of beam are 14132 Kip-in ( 1177 Kip-ft) when I design connection they moment considered are 1075.5 Kip-in (89.63 Kip-ft). why moment and forces are taken less then actual in Ram connection. Screenshot are attached.
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Not a valid "Column base (CB)" joint
Dan Calabro
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…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Design of Solid slab (Conventional slabs)
Sulaiman Ade
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…
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Dummy beam
Sulaiman Ade
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?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
UC Ratio problem
arul mani
warehouse.zip wind calculation also in that folder.... try to fix this probem guys
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
how to get the loadings details in report????
arul mani
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?
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Structural Modeler V8i Automated Drawing Enhancements
Steve Knipmeyer
The new release of Structural Modeler V8i Selectseries 1 (08.11.07) adds many new features to support the automated creation of drawings from RAM Structural System models. These features have been added to the existing support for framing plans and framing…
over 13 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RAM and Revit Deck Mapping through ISM
Ben Wiley
We are using Revit 2014 and the ISM plug-in to syncronize with our structural steel model in RAM. We created a test model in Revit and then created a new model from the ISM repository in RAM. The structural steel framing and column members come through…
Answered
over 9 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Individual Structural Member Labels
Gerald Miller
Is it possible to turn of a label for a specific structural member? I know I can move the label around, rotate it, etc. Also is it possible to turn off a specific structural member? These are all being imported from RAM. Is deleting the element in Structural…
over 14 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Lambda Critical and Amplified Sway Method to BS 5950-1
M Kilpatrick
All, I am looking for some guidance, when determining the lambda critical value for a structure within RAM Frame, does the programme do anything with this? In particular, if the lambda critical value is less than 10, but greater than 4, does the…
over 11 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Determination of Vc when dhecking AISC 341 Section 9.3a Panel zone shear.
ATrev
Panel Zone shear Vpz is determined. It is reduced by "Vc". I can find no discussion of this variable in any manual or in any post on this site. I have made a few attempts to recreate this assuming that it is shear in the column, but have had little luck…
over 11 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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