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This is where you can find and contribute to discussions, ideas, and other information about RAM, STAAD or ADINA products.
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All recent questions and discussions
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Suggested Answer
DOWNLOAD A TRIAL VERSION OF STAAD
+1
5924
views
2
replies
Latest
27 minutes ago
by
SOWBHAGYA VEENA
Answered
Partial Moment Releases Physical Modeller
0
78
views
7
replies
Latest
4 hours ago
by
Modestas
Not Answered
EFFECTIVE LENGTH FACTOR IN RCDC for SLENDERNESS MOMENT
0
10
views
0
replies
Started
4 hours ago
by
ABHISHEK Gupta
Suggested Answer
RCDC Concrete Basin (aka Tank) - Missing Columns
0
24
views
1
reply
Latest
6 hours ago
by
Abhisek M
Not Answered
Good day, How can I fix this error, it said *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. Here is the command analysis
0
23
views
1
reply
Latest
10 hours ago
by
Modestas
Suggested Answer
Does RAM Elements design Masonry Lintels for Out Of Plane Loads?
0
25
views
1
reply
Latest
19 hours ago
by
Seth Guthrie
Answered
shear wall design using plates
0
3229
views
6
replies
Latest
19 hours ago
by
Indranil Bal
Suggested Answer
Base of column fixity based on local axis, not on global axis in RAM Elements
0
17
views
1
reply
Latest
20 hours ago
by
Seth Guthrie
Suggested Answer
How is the 'ReactDLL' value determined on the 'GravLoadReactionsOnBeams' output from RAM Data Extractor? It doesn't match 'PointLoadsOnBeams' tab value 'DL'
0
34
views
3
replies
Latest
20 hours ago
by
Josh Sizemore
Not Answered
HILTI Profis design vs RAM connection base plate design difference?
0
88
views
3
replies
Latest
21 hours ago
by
Allen Adams
Not Answered
Eccentricity values of BCW connection
0
9
views
0
replies
Started
1 day ago
by
Shu Jiang
Suggested Answer
Tension only Specification.
0
114
views
6
replies
Latest
1 day ago
by
Dixit Patel
Suggested Answer
beam allowable horizontal deflection
0
46
views
4
replies
Latest
1 day ago
by
Gulshan Hidayatzade
Not Answered
Failing in Members due to slenderness after change from STAAD PO V 22.12.00.142 VS STAAD PRO22.04.00.40
0
17
views
0
replies
Started
1 day ago
by
Siham Saeed
Suggested Answer
different result for reaction in two models
0
35
views
3
replies
Latest
1 day ago
by
Modestas
Suggested Answer
LY/LZ v.s. UNT/UNB for column and beam design in STAAD analysis
+1
196
views
6
replies
Latest
1 day ago
by
Dani Paul
Suggested Answer
SHEAR FORCE DAIGRAM IS CHANGED IF WE CHANGE THE BEAM INCIDENCE
0
337
views
8
replies
Latest
1 day ago
by
Rahul Brijpuriya
Suggested Answer
AUTOMATIC LOAD COMBINATIONS
0
44
views
2
replies
Latest
1 day ago
by
Rahul Brijpuriya
Answered
Truss Zero Stiffness Warning
0
27
views
1
reply
Latest
1 day ago
by
Modestas
Answered
Staad RCDC Beam/column are missing
+5
10968
views
33
replies
Latest
2 days ago
by
Abhisek M
Suggested Answer
How to assign property HE200A to beam using VBA in openstaad
0
38
views
1
reply
Latest
2 days ago
by
Shreyanka Bhattacharjee
Answered
Mezz Slab Exposure Boundary Work-Around
0
44
views
2
replies
Latest
2 days ago
by
GB517
Suggested Answer
RAM Frame - Unstable Structure Detected Instability Found At Rigid Diaphragm
0
25
views
1
reply
Latest
2 days ago
by
Seth Guthrie
Suggested Answer
ERROR: NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING. CENTRE OF MASS CALCULATION IS NOT POSSIBLE.
+3
8985
views
18
replies
Latest
3 days ago
by
albert enriquez
Suggested Answer
Clarification on allowable stress of Staad output Result?
0
41
views
2
replies
Latest
3 days ago
by
gokulakannan t
Suggested Answer
Installing STAAD from old computer to New computer
0
17
views
1
reply
Latest
3 days ago
by
Abhisek M
Suggested Answer
Warning on Wind Load
0
57
views
1
reply
Latest
3 days ago
by
Abhisek M
Answered
How can I determine the total weight a column carries?
0
58
views
9
replies
Latest
3 days ago
by
Abhisek M
Suggested Answer
Section wizard
0
21
views
1
reply
Latest
3 days ago
by
Abhisek M
Answered
*** ERROR : "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.
0
30
views
2
replies
Latest
3 days ago
by
Karmela Reyes
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