RE: RAM reinforcement chapter 7.3 eurocode
Dear Seth, Indeed it was a different version of the manual (8 in my case). What I donāt understand is which rule is following to add reinforcement when crack width is excessive. Does it add more bars...
View ArticleRE: RAM reinforcement chapter 7.3 eurocode
The diameter of bars selected to meet the requirements of 7.3 are the same bar diameters specified for the design strip. Crack control is what Eurocode 2 section 7.3 is all about. It is only...
View ArticleRAM Foundation - Overstrength Factor
California Building Code requires that foundation reinforcement must be designed using overstrength load combinations (section 1616.10.14). Ā When I include the overstrength combinations in the "Custom...
View Articleram modeler - roof parapet wall
The building I am modeling has a slightly sloped (2 degree) roof with a 2.5' tall parapet wall on 3 sides.Ā I thought it would be as simple as adding a wall on top of the roof and then simply changing...
View ArticlePLATE SELECTION VIA OPEN STAAD
Dear All,I am not able to select Plates using OpenSTAAD.I have created group "aaaa" for for some plates.here is codeSub Main() Dim objOpenSTAAD As Object Dim aaaa As String Set objOpenSTAAD =...
View ArticleHow to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
I do know manual verification methods and want to know exactly how to validate and verify RCC Design by using IS 456 2000 code in STAAD.Pro V8i SS6 & details of method like matrix method or portal...
View ArticleHelp with structural analysis
Can anyone help with plastic analysis of beams and frames ? I am a student and severely struggling with my assignment. I have been reading text books and watching videos to no avail. Is there free...
View ArticleRE: how to remove the warning ??????????????? and i m having high deflection...
The model that you have created has too many Instability warning messages. The "Member Tension" command you have used for all the hanging columns, is mainly responsible for this. These vertical members...
View ArticleRE: how to remove the warning ??????????????? and i m having high deflection...
sir Actually I am trying to hang the building through these steel bars Could you please suggest for the model...........
View ArticleRE: how to remove the warning ??????????????? and i m having high deflection...
If you want to keep those hanging columns as tension only members, then you need to release the moments (MY, MZ) at the start and end of the beams at the connection with the hanging columns. You need...
View ArticleRE: how to remove the warning ??????????????? and i m having high deflection...
As cited correctly, the problem is with Tension only specification to those members. I would rather suggest them to model to carry axial forces only. Please refer to the attached model where 99%...
View ArticleRE: how to remove the warning ??????????????? and i m having high deflection...
sir, Would you please suggest some tendons properties that i can use in my model to hang effectively
View ArticleRE: staad error saying member design failed for some members
I would suggest you to use the latest version of STAAD.Pro V8i SS6 version 20.07.11.50. I have used SEISMIC 1 parameter and the program is providing correct output. Please refer to the attached...
View ArticleRE: how to remove the warning ??????????????? and i m having high deflection...
STAAD.Pro doesn't suggest any type of tendons. You need use the tendons as per your project requirements.
View ArticleRE: how to remove the warning ??????????????? and i m having high deflection...
i need to define??????????? please tell me propertiesof tendons which i can use to generate the new tendon material
View Articlehow to remove the warning ??????????????? and i m having high deflection...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 06-Mar-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES10 2.5 0 2.5; 11 13.5 0 2.5; 12 24.5 0 2.5; 13 35.5 0 2.5; 14 46.5 0 2.5;15 57.5 0...
View ArticleRE: How to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
Are you trying to validate analysis results or design results?
View ArticleRE: How to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
1st part is Analysis as we have to see all members pass and 2nd part is IS 456 2000 validation that is after design completion.So plz assist in validating Analysis and Design results both.
View ArticleRE: direct analysis method using aisc360-10
The answer to your question can be found here: communities.bentley.com/.../19523.loads-factored-by-1-6-for-asd
View Articledirect analysis method using aisc360-10
when i design steel using direct analysis method the code requirements that i must factored the combinations including notional ladsĀ by 1.6 my question does staad handle the 1.6 factors automatically...
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