Reference load in STAAD Pro
(1) I define reference load in reference load definition likeLOAD R1 LOADTYPE Dead TITLE R1 DLSELFWEIGHT Y -1 MEMBER LOAD145 146 149 153 156 158 TO 161 163 TO 165 169 TO 171 173 174 179 183 TO 185...
View ArticleRCC design with RCDC
(1) I analysed a framed structure model in STAAD Pro with EQ X, EQ Z, Dead Load and Live load as primary loads and used repeat load instead of Load combination and analysed with P Delta analysis.Now I...
View ArticleRAM SS API
I am not able to use the RAM DataAccess Library in the excel. It says the the library is missing inside the macro.
View Articleseismic load on roof truss
while manually calculating seismic load, we first determine the design horizontal seismic coefficient and multiply it by total seismic weight to get base shear then we distirbute it into different...
View ArticleModelling plate mat in STAAD Pro
SirWhile dealing with elastic plate Mat foundations, we generally define a value of subgrade modulus to plate raft. In case the subgrade modulus value is high, the plates near to column junction...
View ArticleBeams connected to column flange on one side
I am modeling a set of columns which are connected by cross beams to only one side of column flange. That means one side of column flange are laterally braced at regular intervals and the other side of...
View ArticleRAM Elements Node Identifiers
Is there a way to give Nodes a Unique Identifier? Example: P1, P2, P3. I have loads coming from an external software program that exports in excel and they get updated throughout a project. I'm...
View ArticleSTEEL DESIGN PARAMETER ASD VS LRFD OUTPUT DIFFERENCE
Hello,I want to analyze the structure for both ASD and LRFD load combinations and design parameters. I am doing different iterations to evaluate unity check for different sections. STAAD is giving me...
View ArticleBeam Offsets STAAD Pro
Hello,I tried using beam offsets in one of my models pasted below. Although the model ran without any errors, I can see excessive deflections at offset locations. Can someone please explain to me...
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Zero stiffness in direction 1/2/3 at joint
Hi all,I am modelling a simple structure as shown below and when I analysed it, warning was shown and the bending moment diagram are completely wrong.What is the potential cause here and how to solve...
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RAM SS - Beam modelling (change in section)
Hi,Refer below, in RAM Modeler, how do I model the beam with different sections within a span?Thank you!
View ArticleConcrete Wall_RAM Element_RAM SS_STAAD Pro
What is the best work flow to design a residential house with reinforced concrete walls for gravity and lateral loads in the USA.Regards..HAJ
View ArticleRegarding open tower.
open tower is a separate software or it is available within Staad.pro only? in staad.pro is it possible to get sag tension curve ?
View Articleabout wind load problem
i am attaching input file I have problem wind load is not fully applied on the model ???STAAD SPACESTART JOB INFORMATIONENGINEER DATE 14-Aug-20END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT...
View ArticleResponse Spectrum analysis with additional Equipment Earthquake Loads
Dear Sir,For my steel structure, I have to do response spectrum analysis with two seismic events (Design Basis Earthquake and Operating Basis Earthquake). My structure is supporting a huge vessel at...
View Articlevertical prestressing
hello guys i did the vertical pre stressing of my compression member in negative direction of my load is 13120 kn of my each column , my axial force comes down because of negative direction but my...
View ArticleRCC Design With RCDC
(1) I analysed a framed structure model in STAAD Pro with EQ X, EQ Z, Dead Load and Live load as primary loads and used repeat load instead of Load combination and analysed with P Delta analysis.Now I...
View ArticleReference Load in STAAD Pro
(1) I define reference load in reference load definition likeLOAD R1 LOADTYPE Dead TITLE R1 DLSELFWEIGHT Y -1MEMBER LOAD145 146 149 153 156 158 TO 161 163 TO 165 169 TO 171 173 174 179 183 TO 185 -204...
View ArticleMoment Transfer Rigid Links
Hello,I have created a STAAD Model in which I created some offsets to simulate how the real moments would look like. Please see the model. In the model, the rafters are on top of the edge beams. In...
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