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Showing results for tags 'SAP2000'.
Found 21 results
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Can anyone please tell me how to model a masonry structure in SAP 2000? It would be very helpful.
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Hi everyone I have a 3-level structure, it tells me that I have an error in the LOAD CASE with an earthquake in the X direction, but I defined it as an acceleration. What would be the error there? I hope someone can help me. Best regards
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Hello every one! Can some one help me in modeling the given beam - column joint in SAP2000? Can we model it in SAP2000? Only geometry and reinforcement having same parameters as defined in the given figure? For analyses purpose i have to model it in SAP2000 and want to import it to Abaqus/cae.
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I am working on modelling of "Nicholson's Obelisk" (located in Taxila city) in SAP2000 for identification of its dynamic characteristics and mode shapes as well. This is how structure looks like. This structure is made up of Granite stones only. I haven't modeled a "Solid model" bef...
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Good Night, My name is ingrid and I am trying modelling one ring of linning tunnel in Abaqus, the last mont I tried in sap2000 but i could not hav good answer., for this reason i am doing my model in Abaqus with only springs radials (in the moment). Anyone could help me? About how input t...
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Good Night, My name is ingrid and I am trying modelling one ring of linning tunnel in Abaqus, the last mont I tried in sap2000 but i could not hav good answer., for this reason i am doing my model in Abaqus with only springs radials (in the moment). Anyone could help me? About how input t...
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I am designing a circular container with a material with temperatures reaching 100C. I have a query on how temperature loading is assigned; dependent on local axis? Will it push the wall outward? How is the material supposed to behave under temperature loading? And also using LRFD, Temperature is no...
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Kindly recommend articles or books regarding the basics of the these softwares. Mainly describing the user interface, tools and some practical examples. -
I have modeled a simple 6m long concrete circular column of 760mm diameter. I have applied a joint live load at the top of the column. Selecting ACI-318 as design code with frame type as sway special, I get the flexural and shear reinforcement. However, when I change the design code to AASHTO Concre...
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CSI (ETABS, SAFE, SAP) SOFTWARES ANALYSIS FILES EXTENSIONS CSI (ETABS, SAFE, SAP) SOFTWARES ANALYSIS FILES EXTENSIONS After running the structural models they create numerous analysis files with very strange file extensions. Here I am talking about CSI softwares; ETABS, SAFE and SAP. These analys...- 3 replies
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- Deleting CSI Analysis Files
- Etabs
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Salam i need to clarify(i visited csi site also tried to contact csi sales but dint get response yet) 1-is there any difference between performance of cracked version and original software 2-is there software license available for small group of people 3-anybody using licensed software can...
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Assalam o alaikum... how can we assign rigid connection to a simple frame consisting of two vertical columns and one Horizontal beam in sap2000.....??
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Assalam o alaikum.. I am having a model of steel shed in sap. I m to model a portal frame bracing in this shed as shown in attached figure. but far that i am to model column of main frame and column of portal bracing at same grid. What should i do??
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Assalam o alaikum.... how can we assign tension only cable bracing in sap2000? When i assign cross bracing in roof, both of cables start taking load..... i want only cable bracing in tension must take load.
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salam I have to model a beam in SAP2000 which have one slab on top on one side and a slab on the other side at the bottom can we model it in this way? if it can be modeled any hint to model it. Regards
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salam how to define section in sap2000 if area and inertia of section is given but not the dimensions?
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software are the tools that provide assistance to make things more accurate . i am using these softwares bt i am intrested to know what are the limitations of these?
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i have a simple frame with single span 25' beam(12x18) supported by 2columns(12x12).loads on beam are 2k point load at the centre,500lb/ft uniform live load and 1000 lb/ft uniform dead load.columns are having same 1% reinforcement in both but beam shows 5.30% in Etabs and 1.52% in Sap2000.fc' for be...
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does results given by sap2000 for cold steel are ok?
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Is it fine to have time history analysis project at under grad level?one of my friends suggested to choose some high rise buildings in islamabad nd perform time history analysis and comparison ?is it fine?
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how to assign supports in SAP2000???someone said that assign all supports fixed,there is no big difference?how to visualize the supports conditions and whether it really effect the analysis???
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